HomeMy WebLinkAboutZE-0031A-95
v
' RECE VED
~ Y D E C 16 1998
SPOKANE COUNTY ENGINEER i
1
1 sPOxANE courrry Bl:ARnvG E -R
2
3 RE Zone Publ~c Heanng for Srte Plan )
Review and Change of Condrtions ) FINDINGS OF FACT,
4 Applicant Home Depot USA ) CONCIfUSIONS,
5 File No ZE-, 31A 95 ) AND DECISION
6
7 I. S Y OF PROPOSAL AND DECISION
8
9 Proposal Srte Plan revtew of appro~mately four acres of onginal twenty-seven acre re-zane
1o srte, and change of' condrtions requested is to delete condition #3, that would be
September 21,1995 HeanngExaminer Committee'sDecision requu7ng pubhc heanng
11 site plan review for development of the srte
12
13 Decision Approved, subject to condrtions
14
15 IL FINDINGS OF FACT AND CONCLUSIONS
16
17 The Heanng ExaIIUner has reviewed the srte plan review and request for change of condrtions
and hereby adopts the following findings of fact and conclusions
18
19 A GENERAL 1NFORMATION
20
21 ApphcantlOwner Home Depot, U S A. 3800 West ChaQman, Orange, Cahf'ornia
22 Address Not assigned
23
24 Location Generally located north of Sprague Avenue and west of Fancher Road in the
Spokane Valley, and southeast quarter of Section 14, Township 25 North,
25 Range 43
26
27 Legal Descnption See attached Exhibrt A
28 Zorung Regional Business (B3)
29
30
31
32 Connelly & Conne/ly, P S
Attorneys at Law
10 nrorm Post sr►BO
suita 610 Peyron euild,ny
201
HE Findings, Conclusions spoxane Wa~gR62¢9490
and Decision Page 1 FAX(509) 456-5149
~
-
r
/
~
( 1 Comprehensive Plan
2 Category The property is designated in the Industnal and Major Commercial categones
3 of the Spokane County Generalized Comprehensrve Plan
4 The site is a,lso located witlun the IUGA andjoint planiung area vvith the City
5 of Spokane, the Pubhc Transportation Benefit Area, the Pnonty Sewer
6 Sernce Area, and Aquifer SensiUve Area The area is located outside the
1040' notification boundary for Designated Natural Resource Land The area
7
is not identified on the Spokane County Cnrical Map for Fish and Wildlife
g Habrtat, Geologlcal Hazardous Areas and or Wetlands
9
10 Environmental
Review The Division of Buildmg and Planrvng adopted a Deternunation of
11 Nonsigruficance Environmental Checklist, Traffc Study and Geotechrucal
12 Engmeeruig Study for onginal rezone action on October 9, 1998 An updated
13 traffic study was also adopted as part of the DNS, an adoption notice was also
14 issued on October 9, 1998
ls Site Descnptaon The srte is located north of Sprague Avenue and west of Fancher Road and
16 encompasses approxunately 27 acres The srte is uregular in shape, vvith
17 frontage along Fancher Road The emstmg Home Depot store is located on
the east half of the site and the remainder of the srte is vacant The entue
18 property, includmg the Home Depot srte, was once used as a railroad yard by
19 Uruon Pacific Railroad
20
Surrounding
21 Conditions The area south of the site is devEloped with commercial businesses located
22 along Sprague Avenue The existing HeLg-Meyers Funuture Store located
23 to the south along Sprague Avenue is proposed to be demoLshed and
24 reconstructed on the subject property as "retail funuture" on the srte plan of
record
2s
26 A paved access road runs across the south boundary of the srte beginrung at
27 the western end of the srte (across from the Eagle Hardware entrance) and
28 continues easterly to the Home Depot site
29 The zotvng north of the srte is heavy mdustnal (I-3) The property north of
30 and adjacent to the srte includes railroad tracks and part of a railroad yard
31
32 Connelly & Connelly, P S
Attomeys at Law
10 nVo,m Posr sr,w
Sufte 610 Peybn Bu/kiing
HE F i nd ing s, Conc lus i ons spoxa,►e Weshington 99201
and Decision Page 2 FAX(509) 456-5149
, - '
r
1 operated by the Uruon Pacific Railroad The area further north is developed
2 wrth industnal and warehouse uses
3 The area south of the proposal along Sprague Avenue is light industnal (I-2)
4 The area along Sprague is developed vvith commercial uses including several
s sporhng goods shops, a carpet center, a restaurant, and other commercial and
6 retail businesses
7 Sprague Avenue ls located south of the site, Sprague is designated on the
$ Spokane County Artenal Road Map as a pnnciple artenal vvith a
9 recommended nght away of 130 feet Sprague is also a state highway
lo controlled by the Was}ungton State Department of Transportation Fancher
Road is designated on the Spokane County Artenal Road Plan as a prnciple
11 artenal vvah a recommended nght away of 100 feet
12
13 The land east ofthe srte zone is hght mdustnal (I-2) and heavy industrlal (I-3)
Most of the uses to the east mclude mdustnal and commercial uses The I-
14 90/East Sprague uiterchanges also southeast of the proposal
15
16 The land west ofthe proposal is zoned heavy industnal (I-3) The land to the
17 west is in character wrth the rest of the surrounding area and is developed
vvith industnal and business uses
18
19
20 Project
Descnption The srte plan illustrates a 4 acre portion of the srte that is subject to tlus srte
21 plan review Tlus 4 acre site includes a retail building of approxmately
22 45,000 square feet m size for retail funvture sales and warehouse The plan
23 illustrates parkuig for both the proposed funuture store and the existing
24 parlung that was ulstalled for the Home Depot store The srte plan also
illustrates a future pad 1, which is not part of this srte plan review Access to
25 the site will continue to be from Sprague Avenue and Fancher Road through
26 the Home Depot srte The access from Sprague will be the major entrance
27 designated on the srte plan of record The major entrance from Sprague will
be from the property Iocated south of and adjacent to the subject property
28 The appLcant has further requested that the remairung undeveloped, vacant
29 portion of the property located west of "retail B" be granted a change of
30
31
32 Connelly 8 Connelly, P S
Attomeys at Law
10 North Post sr,Ver
Surte 610 P+eyton BujkJing
HE Findings, Concluslons spoxam Weshfngbn9920f
(
and Decision Page 3 ~9) 624-9490
FAX (509) 456-5149
. ,
~
1 condrtions, thereby allowmg site plan review at tlus portion of the srte to be
2 administrative, rather than through the public heanng process
3
4 B PROCEDURAL INFORMATION
5
6 Apphcable Zonuig
Regulations The properties currently zoned B-3, Chapter 14 628, Regional Busi.ness See
~ also Svokane County Heanng Exanuner Committee FindinQS of Fact.
8 ~ Conclusions and Order, dated 9/21/95
9
10 Heanng Date
and Location
11 Notices ~ Mailed October 19, 1998
12 Posted October 19, 1998
13 Published October 16, 1998
14 Comphance The legal reqwrements for pubLc notice have been met
15 Heanng Procedure Pursuant to Resolution Nos 96-0171(Hearmg Exanuner Ordmance) and 96-
16 0294 (Heanng Exanuner Rules of Procedure)
17 Testimony Stacy Bjiordahl
18 Spokane County Planrung
19 1026 W Broadway Ave
20 Spokane, WA 99260-0240
21 Stan Schultz on behalf of Home Depot
22 1100 U S Bank Bwldulg
23 Spokane, WA 99201
24 - Srte visit November 11, 1998
25
26 Items Noticed Spokane County Comprehensive Plan Zorung Code, County Code County
27 Resolution 85-0900 (adopting County Zonng Code and Program to
unplement the Zoning Code) and County Resolutions Nos 96-0171 and 96-
28 0294 Land use decisions in the vicunty of the srte
29
30
31
32 Connelly & Connelly, P S
Attomeys at Law
10 narm Posr sr,eer
Su1te 610 P4eybn Budding
HE Findings, Conclusions Spokene, Weshington 99201
and DE?C1SlOri Page 4 FAX (509) 456-5149
!
1
2
3 C LAND USE ANALYSIS
4
5 A Srte Plan Review
6
7 The site plan being reviewed is done pursuant to condrtion #3 located on page 3 of the Spokane
8 County Heanng Exanuner Committee, Findings of Fact,Conclusions and nrder (ZE-31-95) dated
g 9/21/95 wluch states as follows
lo
3 A pubhc heanng review by the Hearmg Body is requued pnor to
11 any srte development for the area illustrated as "Future B-3
12 Development" on the srte plan of record The detailed site plan
13 presented at a subsequent heanng must address concerns raised at the
public heanng and address conditions or approval imposed by this
14 heanrig body
IS
16 A review of the Heanng Examiner Comrruttee Oarder at that tune, and the StaffReport and
17 file matenals in this matter indicate that the concerns were pnmanly in three areas
18 1 Traffic cuculation and access, particularly potential urjpacts on Fancher and
19 Sprague urtersection, Fancher, Sprague, and unprovements to the on-ramp for I-90,
20
21 2 Sewer extensions andlor nght away dedications,
22 3 Potential transition problems between industnal and commercial uses,
23
24 4 Lateral expansion of busmess zonuig beyond a narrow stnp located along Sprague
Boulevard
25
26 This proposal has been reviewed by all appropnate agencies Improvements have
27 been made to Fancher, Sprague, the Fancher-Sprague mtersection, and the on-ramp
to I-90 The applicant has participated financially m these unprovements Right-
28 aways have been dedicated
29
30
31
32 Conne/ly & Connelly, P S
Attorneys at Law
10 nbiM Posr srBer
Sulte 610 Peyton Bu/Jding
HE Findings, Conclusions s,oke,e W~ )ngt~ 9490
and DEC 1 S lOil Page 5 FAX (509) 456-5149
i
x~
S
I A traffic analysis ha.s been done annd revie-wed by Transportation atsd accepted by the
2 same No further issues vnth respect to traffic have been raised
3 The proposed development is consxstent with existuzg development wluch appears ta
4 have gosed no cvnfhet vnth fndustnal uses Consequently, the request is consistent
5with the previaus approval and wauld not augment any transition prablems between
6 industna.l and commercial usa~~
7 Any latera.Y exparYSion ofbusinesses is identica1 to that current~y emstng in the Home
* s Dgpot stnacture It arlsa is canmstent vvith the access roads from Sprague and from
" 9 Fa.ncher There has been no obi ection frvm the Plannmg Department and ar any ather
10 -;Party with respect to this expansian
I I Based on the above thts Heanng Examtner cancludes that the mtent of the Hearing Exanuner
12 Cammittee has been met an+d that the site plan is consistent with both the pnor decision and existmg
13 regulations
14
15 B Deletion of Condition #3
16
17 The County Heanng Examiner Ordinance authonzes the Heanng Examner ta hear and dectde change
is of condition apphcatians The Exanmner is authonzed ta grant, deny or grant with such conditians,
19 modifications and restnctions as the Exatmner finds necessary to make the appllcatlvn compatible
20 with the Spokane County Generahzed Comprehensive Plan and developrnent regula#ions See Caun~
Resvlution~To 96-0 1'~ 1, Attachment "A", parag~raphs 7(c~) and ~~an 11 Deveiopment regulations
2~ gnclude without limutation the Spakane county Zorvng Code, the 5tate Envirommental Pohcy Act
22 (SEPA) and the Caunty' s Local Envtromnental Ordtnance (chapter 11 10 of the Spakane County
2-3 Cade)
24 The County Zamng Code references change of cvnditians apphcations, but does estabhsh speci#'ic
25 entena for agpr4virig such apphcatsons ZonuYg Code 14 504 040 requires that an application for any
26 sIgntfieant change to the si#e develapment plan approved for a pnor rezone of a site be agproved by
27 the Heanng Body followng a pubhc hearng Zanng Code 14 402 120 references change of
condition appl~cations under ~e Code chapter reiating to rezane applicatfons Since ach~ge af
condition applicatton modifies a pnor rezane a.ctian, the cntena fax approvmg a rezane 1s generaily
29 apPlicable Section 14 402 020 of the Zani.ng Code authonzes amendrnents to the Cade based on
30 any one of six (G) grounds, witthout differentiatYng betvveen amendrnents to the zomng text vf the
31
32 Corrnell}r & Connelly P S
Attomays at Law
10 N" Past Sha#
Sufte 810, Peyto►r Bui}drng
HE Finc~iLngs, conclusions spamw wasni►vron a9201
and I~ecision Page 6 FAx~ ~
1 code and amendments to the official zonuig map Zorung Code 14 402 020 (1) authonzes the Code
2 to be amended if rt is " consistent vvith the Comprehensive Plan and is not detnmental to the pubhc
3 welfare " Zorung Code 14 402 020 (2) authonzes a Code amendment where "[c]hanges l.n
econorrnc, technological, or land use conditaons has occurred to warrant modificaton of tlus
4 Code " These appear to be the most relevant crrtena for consideration of the change of conditions
5 application
6
Deletion of this conditions is consistent wrth the Comprehensive Plan, development is identical m
7
character to that prevlously approved Further, In that the pnmary concerns necessitatuig condrtion
g (3) ie traffic circulation, Improvements to Fancher Road, Sprague-Fancher mtersection and the I-90
9 on ramp are resolved and further that approximately half of the site has been develnped, not requuYng
10 further review by pubhc hearing is not detnmental to the pubhc welfare and is a sufficient change in
condrtions to warrant this action
11
12
13 III. DECISION
14
15 Based on the Findings of Fact and Conclusions above, the abnve apphcation for a site plan review
16 and a deletion of the Planrung and Buildmg Department condition #3 is approved subJect to the
17 condrtions of the vanous agencies specified below
18 This decision is also subJect to the contuiuation of all conditions set forth in the Heanng Exanuner
19 decision dated 9/21/95 for ZE-31-95 other than condrtion #3 set forth above
20
21 CONDTTION AND APPROVAI.
22
23
24 Buildine and Plannine
25
26 1 All condrtions unposed by the Hearuig Examuier shall be binding on the "Apphcant", which term
27 sha11 ulclude the owner or owners of the property, heus, assigns, and successsors
28 2 The proposal shall comply vnth the condiUons of approval included in the September 21, 1995
29 Heanng Examiner Comnuttee decision, (ZN31A-95) except for Buildmg and Planning Condition #3
30 wtuch is deleted by approval of a change of condrtions request
31
32 Conne!!y & Conne/ry, P S
Attomeys at Law
to nrord► Posr sveer
Suftie 610 Peylon Bullding
HE Findings, Conclusidns spokane Washington99201
) 624-9490
and Decision Page 7 FAX(509) 456-5149
• 4
1
1 3 The appLcant shall develop the portion of the srte indicated as "Retail B-Furtuture" m accordance
2 vvith the srte plan of record presented to the Hearmg Exarruner on November 4, 1998 (B & P date
3 stamp of 7/28/98) Muior vanations, to be approved by the Duector of the Divlsion of Builduig and
Planiung/designee, shall only be allowed to meet regulation standards and condrtions of approval
4 All vanations must conform to regulations set forth m the Spokane County Zorung Code, and the
5 onginal intent of the development plans shall be ma.intained
6
4 Any division of the subject property for the purposes of creating addrtional lots/parcels shall be
~ reviewed by the Duector of the Division of Buddmg and Planning/designee for compliance vvith the
8 Spokane County Subdivision Ordinance and all other apphcable local, state and federal ordinances
9 and development regulanons, as amended
lo
11 Countv Entzneer
12
13
5 Review of future phases or changes to the srte pla.n, vv~ll requue the subrrvssion of addrtional traffic
14 uiformation to be accepted by the County Engineer and compLance wlth recommended rrntigation
15 is requued pnor to the release of a builduig permrt
16
17
18
19 Water Distnct #3
20
21 6 A revlsed water plan shall be subrrutted to reflect the fire flow and domestic water servlce
22 requuements for the addrtaonal unprovements to the site
23
24 7 That the existmg twelve (12) inch dsameter water mam be extended to Sprague Avenue pnor to
occupancy of any new unprovementJs (as previously agreed by Home Depot, USA)
25
26
27
WashuiQton State Denartment of Transvortation
28 "
29
30 gAnY future proposals andlor phases shall require an updated Traffic Impact Analysis at that tune
31
32 Connelly & Conne/ly, P S
Attorneys at Law
10 rvorm Posr soW
Sulte 610 Peybn Bu1/dJng
HE Findings, Conclusions spok8ne Wesh/ngbn 99201
and Decision Page 8 FAX(509) 456-5149
~
4
~
1
2 Utihties
3
4 9 This project lies vvithin the Crty of Spokane Sewer Sernce Areas Apphcant is requued to notify
s the Crty of Spokane and conform to theu requuements
6
10 Any water service for this project shall be provided in accordance unth the Coord~nated Water
~ System Plan for Spokane County, as amended
8
9
10
11
12
13
14
15
16
17 DATED THIS /G day of 1998 _Zeem~ 18 "
19
20
21 SPOKANE COUNTY HE G E R
22
23
24 Michael F Connelly, WSB#12448
25
26
27
28
29
30
31
32 Connelly & ConneNy, P S
Attorneys af Law
10 Nora► Posr streer
surre 610 Peyron eu,Jding
HE Findings, Conclusions Spokane Washington 99201
and Decision Page 9 FAX(509) 456-5149
-
.
1 NOTICE OF FINAL DECISION AND NOTICE OF RIGHT TO APPEAL
2
3 Pursuant to Spokane County Resolution Nos 96-0171, the decision of the Heanng on an appLcataon
for a change of conditions apphcation is final and conclusive unless wrtlun twenty-one (21) calendar
4 days from the issuance of the Exanuner's decision, a party vvith standing files a land use peititon in
5 supenor court pursuant to chapter 36 70C RCW Pursuant to chapter 36 70C RCW, the date of
6 issuance of the Heanng Exarruner's decision is three days after rt is mailed
7 Tlus decision was mailed by Certi£ied Mail to the Applicant on December 16, 199f3 The date of
g issuance of the Hearmg Examiner's decision is therefore December 21, 1998 THE LAST DAY
9 FOR APPEAL OF TffiS DECISION TO SUPERIOR COURT BY LAND USE PETITION
10 IS JANUARY 11. 1999 .
11 The complete record m tlus matter, including tlvs decision, is on file dunng the appeal penod wrth
12 the Office of the Heanng Exanuner, Third Floor, PubLc Works Bwlding, 1026 West Broadway
13 Avenue, Spokane, Washuigton, 99260-0245, (509) 324-3490 The file may be ulspected duruig
normal working hours, Lsted as Monday-Fnday of each week, except hohdays, between the hours
14 of 8 00 a m and 4 30 p m Copies of the documents m the record will be made available at the cost
15 set by Spokane County Orduiance
16
17
18
19
20
21 ~
22
23
24
25
26
27
28
29
30
31
32 Connelly & Connelly, P S
Attomeys at Law
io nrorm Posr saeer
Suite 610 Peyton Bufldrng
HE Findings, Conclusions Spokane Washington 99201
and Dec i s ion Page 10 FAX (509) 456-5149
• ti,
^ ~ r
EXHIBIT A
Home Depot Property
T'hat portion of the Southeast c}uarter of Section 14, Township 25 North, Range 43
East, W M, dcscnbed as follows Commencing at the Southeast comer of said
Section 14, thence N 00°07'08"W , along the East 11ne of said Section 14, 794 09
feet, thence S 89°28`34"u% , 43 SO feet to ihe West nght-of-way line of Fancher Road
and the True Point of Beguuung oC this descnption, thence contlnue S 39°28'34"W ,
227-4 82 feet, thence S 00°00'36"E ,500 00 feet, thence S 89e28'35"VU , 321 00 feet,
to the Centerline of said Section 14, thence S 00°00'36"E , along satd Centerline,
100 00 feet to the Nortllwest comer of the Plat of Williams and Lute's Addition as
per plat recorded in Book 5, page I-31, Spokane County, Washington, thence
N 89°28'?5"E, along thz North line of said plat, 2610 46 feet to dle Northeast corn.er
of said plat and the yVest nght-of-way Iine of Faiicher Roaa, thence N OO': U7'08"W ,
along said nQht-of-way line 152 61 feet, thence West, along said nght-ofway line
13 SO feet thence N 00°07'08"W , along said nght-of-way 12ne, 447 27 feet to the
True Point of Beginruug
SP RECEIVFD
,
OKaNE COIJN
S5
,i J ± 1g4~
D1V1.~.lOly CF
8Y eUrL01N~~
D
P'AVN/NG
~
c %DaCs7J*V4oti+rDErntms.m.Ac.1
Engineer's Review Sliec.~t
}'nW)CCt Status Acti%'c
As E3urit P12ns Rcccived Rezone File Z E-003 1 f-1-JS '4$
itoad Plans ApprovCd
Companiun Filcs:
Nrtiv Ruad Swndarrls 5-15-95 ti4ylnr tl.
Rclatril Filcs:
Flcaring: I t104/1998 Building Dcpt:
T
i rchnicul Reviaw-: L,arge Lat , Bldg. 5quarc [=cte
!'icliminary krvirw: OAr19r'199R Ty}x: 1vca. 1...ots- ,fu Acxts.
Dait Rettivel: OS3r09 1998 Kntygr•Township-Seccaan: 43 - 25 - 14
Prc~ject Name B-3 CIIG OF CO\TD H(111E DEPU7'
`i1t: Adi'rCss L. l'AIZ:qAH:1N. %1" I :\Ni'fTn. N. Sf'RAC11 `L 1 ilul
I':1RCEL(S): (first 18)
:lpplicaut C'und:t:un6 Ntailrtl. 144 .1)U')U
Scan Schultz Flaad Zone No
HUME DEFOT USA Watcr Soun:c Public
1100 Us Bank BIc1g Scwer Suurcc
Spoicnnc. WA 99201 School Uis[ $f
Phnnc Firc C]ist I
5(11)) 634.5265 1'tttxtc I)i,.t
Owner ~
I tUMf UI:PUT USA INC
G(1I S. PlaccnLa
Fulkrton. C'A 92631
f'hnnc
i.'l.i) - 3 8 -521 Hi
l3utWing Ph. 45t,-:675,111anning t'i:: 4-5t,-22U-5 Cuntuct: 51A( Y ftA)I:1)Alll.
DBtC'
Submitted I)escriptinii lnitjals
[=ng Nced Druinagi Plant Eng Neec1 Hanard Rti Nfici~atior~
Cng Nrcd Truti"cAnalysis Eng Need Oshcr
Eng Pay Fccs Receivcd Eng Final Piat Fces Corttplctcd
l.n;,~ E'rioriry Fuvs R.eccivcd Copy to Accounting
Naticr ta Public / Naucr la Public # 1 34 6 C'omplctrd - or Nccds to tx signcd ~
I)cstii;n [3cti•litjU:t L::ste5 (lti-(}ut)
/ / / 13Ai1 ~U1I1 tC~ U
drainage iurn ralculuted
k;rant3g Uaic Ucc»ioii App I?en Cond Appld BCC
ApIticaled ta BCC lkcision App Ikn Cond Appld Court
:~ppeaIcd ta Court 1?cciSian App Dcn Cond Appid
, St.imptd Alylars Uv Srctt:tary (Sundy) (
, StarrsM1 268 Lot !'lans lu Sccrct;sr: ISandy)
" • ' y ' a E~
. . . , . _ . . r
~ °Cr 2 8 ~998
ft~ANE
1 t STAFF REPORT TO T'HE HEARI~IG ~:X OWR
File ZE-31A-95
it A, t
,N <
inoI+J DIVISION OF BUII DING AND PLANNING
SPOK:A-t-,T, COCTNTY
HEARING DATE November 4, 1998 @ 9 00 a m FtLE # ZE-31A-95
PROJECT PLANNER Stacy Bjordahl, Senior Planner
PROJECT DESCRIPTION 1) Public heanng for site pian review of approximately 4 acres oi
original 27 acre rezone site, and 2) change of conditions request to delete condition # 3 af the
September 21, 1995 Fieanng Examiner Committee decision requiring public hearmg site plan
review for development of the site The Division of Building and Planninq recommends approvai
subject to conditions of approval
Proiect Data
Project Location Generally located north of Sprague Avenue and west
of Fancher Road m the Spokane Valley, in the SE
of S14T25R43
Parcel Number(s) ~ 35144 9090 r~
Owner Home Depot, USA
3800 W Chapman
Orange, CA
(714) 940-3500
Agent Stanley R Schultz
1100 US Bank Building
Spokane, WA 99201
(509) 624-5265
Comprehensive Plan Designation ~ Industnal and MaJor Commercial
Zoning ~ Regional Business (B-3)
Exisbng Land Use ~ Home Depot store and vacant undeveloped land
Surroundmg Zoning and Land Uses
• North The zoning north of the site is Heavy Industnal (I-3)
The property north of and adjacent to ihe site
includes raiiroad tracks that were part of a railroad
yard operated by the Union Pacific Rai(road The
area further north is developed with industnal and
warehouse uses
• South The area south of the proposai along Sprague
Avenue is zoned Light Industnal (I-2) The area
along Sprague is developed with commercial uses
inciuding several sporting goods shops, a carpet
center, restaurant, and other cornmercial and retaii
businesses
ZE 31A-95
Staff Report - November 4 1998 Heanng
1 of 5
• East The land east of the proposal is zoned Light Industrial
(I-2) & Heavy Industnal (I-3) Most of the uses to the
- east include industriai and commercial uses The 1-
90/East Sprague interchange ,s also southeast of the
proposal
• WesL The land west of the proposal is zoned Heavy
Industnal (I-3) The land to the west is m character
with the rest of the surrounding area and is
developed with industnal and business uses
Known Land Use Proposals and Spokane County maps do not identify any recent land
Recent Project Approvais in the use actions within the immediate area
Area of this Project
Land Division Status The site is included in one unplatted tax parcel Any
subdivision of the property must comply with the
Spokane County Subdrvision Ordinance, which may
include the requirement for lot line adjustments or a
binding site plan
Shoreline Designabon N/A
Water Purveyor Spokane County Water Distnct # 3
Sewage Oisposal Public sewer is provided by the City of Spokane
Fire District # Fire District # 1
School District and nearest K-12 The proposal is located within the Central Valley
schools School District
Nearest Arterial and Distance Sprague Avenue is located south of the site
Sprague Avenue is designated on the Spokane
County Arterial Road Plan as a Principal Arterial with
a recommended nght-of-way width of 130 feet
Sprague is also a state highway controlled by the
Washington State Department of Transportation
Fancher Road is designated on the Spokane County
Arterial Road Plan as a Principal Artenal with a
recommended right-of-way width of 100 feet
Nearest Parks and Distance N/A
Neighborhood Associabon None identified on county maps
• This proposal is tocated inside the IUGA and Joint Planning Area with the City of
Spokane
• This proposal is located inside a Public Transportation Benefit Area (PTBA)
• This proposal is located outside the 1000' notification boundary of designated Natural
Resource Lands
GMA/Critical Areas
Aquifer Recharge Area (PSSA / ASA) The proposal is located within the Priority
Sewer Service Area and the Aquifer
Sensitive Area
Fish & Wildlife Habitat Conservation Areas None identified on Spokane County Critical
Area maps
Floodplain ~ None identified
Geologically Hazardous Areas None identified on Spokane County Critical
Area maps
Wetlands None identified on Spokane County Cntical
Area maps or Spokane Lounty Wetland
Inventory maps
ZE-31 A-95
Staff Report - November 4, 1998 Heanng
2 of 5
~ c
SEPA
• Adopted Determination of Non-Significance,
Environmental Checklist, traffic study, and
geotechnical Engineenng Study for original
rezone action on October 9, 1998 An updated
traffic study was also adopted as part of the
DNS and adoption notice issued October 9,
1998
• Comment period ended on November 4, 1998
Noticinq
Published The Spokesman-Review on October 16, 1998 (by department)
Mailed Notice mailed to property owners on October 19, 1998 (by applicant)
Site Posted October 19, 1998 (by applicant)
1724 ComAliance Dates
Application Accepted (Counter Complete) July 30, 1998
Technicaily Complete / Determination of Completeness issued September 23, 1998
Date Notice of Decision is Due January 21, 1999 (120 days from Determination of Completeness)
Reviewinq Aqencies
16 agencies were notified of the proposal on August 5 and October 9, 1998 Comments were due on
August 19 and October 23, 1998, respectively
Agencies Notified Response Date Agencies Notified Response Date
Received Received Received Received
County Engineering yes 8/11198 County Engineering yes 8/19/98,
(Development Services) (Transportation) 10/19/98
Regional Health District yes $126/98 Long Range Planning yes 8/13/98,
Diviston 10/19/98
County Utilities (land use) yes 8/12/98, Stormwater Utility no
10/19/98
City of Spokane- no Washington State yes 8/21/98,
construction services Department of 9/15/98
Transportation
Fire District # 1 ( no ~ Boundary Review Board ~ no ~
City of Spokane-water yes 8/13/98 Spokane County Parks, no
Recreation 8 Fair
Spokane County Water yes 10/16/98 Spokane Regional no
Distnct # 3 Transportation Council
Spokane Transit Authority no City of Spokane- yes 8/27/98
transportation
Responses from the Pubiic
No letters have been received in response to the Notice of Application or Notice of Hearing
Description of the Site
The site is located north of Sprague Avenue and west of Fancher Road and encompasses
approximately 27 acres The site is irregular in shape, with frontage along Fancher Road The
existing Home Depot store is located on the east half of the site and the remainder of the site is
vacant The entire property, including the Home Depot site, was once used as a railroad yard by
Union Pacific Railroad
ZE-31 A-95
Staff Report - November 4, 1998 Heanng
3of5
A {
The area south of this site is developed with commercial busrnesses located along Sprague
Avenue The existing Helig-Meyers furniture store located to the south along Sprague Avenue is
proposed to be demolished and reconstructed on #he subject property as "Retaii B-Furniture" on
the site plan of record
A paved access road runs across the south boundary of the site beginning at the western end of
the site (across from Eagle Hardware entrance) and continues easteriy to the Home Depot site
Backctround
The proposed site pian and change of conditions request were submitted to the Division of
Building and Planning on July 28, 1998 Technical review of the application was conducted and
the applicant was informed that the application was "technically incomplete" on August 26, 1998
The applicant was requested by the Spokane County Division of Engineering and Roads and the
Washington State Department of Transportation to complete a traffic analysis Additiona0 items
were requested by the Division of Building and Planning The application was deemed technicaliy
complete on September 23, 1998 A notice of application was issued on
September 24, 1998 with a public comment period ending on October 8, 1998
Staff Analvsis
Project Description
1) The applicant has requested a pubic heanng site plan review per the conditions of approval
adopted by the Hearing Examiner Committee on September 21, 1995 (condition #3) The
portion of the property requesting site pian review at this time includes approximately 4 acres,
and is identified on the site plan of record as "Retail 6-Furniture" along with the required
parking
2) The applicant has requested that the remaining undeveloped, vacant portion of the property
located west of "Retail-B" be granted a change of conditions, thereby ailowing site plan review
of this portion of the site to be administrative, rather than through the public heanng process
Comprehensive Pian
The maJority of the site is located within the Industrial category of the Comprehensive Plan A
narrow strip of the property at the south property line is located within the Major Commercial
category of the Comprehensive Plan A detailed analysis of the consistency of the rezone
request with the Comprehensive Plan Goals, Policies, and Objectives was conducted during the
original rezone for this property See Staff Report dated September 21, 1995 in file
Zoning Analysis
The site is currentiy zoned Regional Business (6-3) The B-3 zone is the most intensive business
zone under the Spokane County Zoning Code The proposed furniture store is a permitted use in
the B-3 zone Any subsequent development of the site is required to comply with the standards
of the B-3 zone
Site Development Plan Review
The site plan of record illustrates the existing Home Depot store, along with the parking and
storm drain area that was installed for construction of the Home Depot store The site plan of
record aiso iliustrates the 4 acre portion of the site that is the subject of site pian review This 4
acre site includes a retail building of approximately 45,000 square feet in size for retail furniture
sales and warehouse The site plan illustrates parking for both the proposed furniture store and
the existing parking that was installed for the Home Depot store The site plan also illustrates a
"Future Pad I" which is not a part of this site plan review "Future Pad I" is shown on adjacent
property for illustrative purposes only
ZE-31A-95
Staff Report - November 4 1998 Heanng
4of5
0 }
Landscaping in parking areas and along arterials will be required in accordance with the Spokane
County Zoning Code The Zoning Code does not require landscaping between the proposed
building and the existing Home Depot store, nor along the north property line
Access to the site will be from Sprague Avenue and Fancher Road, through the Home Depot site
The access from Sprague Avenue will be via the umajor entrance" designated on the site plan of
record The major entrance from Sprague Avenue will be from the property located south of an
adjacent to the subject property The property to the south is not part of this action During the
building permit review process, provisions for reciprocal parking agreements and access
easements through adjoining properties may be required to provide access and parking to the 4
acre site
The site plan submitted by the appiicarit is considered by the Division of Building and Planning as
general in nature, with detailed review to ensure compliance with parking, landscaping, building
height, signage and other requirements to occur administratively during the building permit review
process
Staff Recommendation
Staff recommends approval of the site plan and change of conditions request subject to the
attached Conditions of Approval
Attachments
A Maps (vicmity, comp plan, zoning, site development plan)
6 Agency Comments
C Conditions of Approval
ZE-31A-95
Staff Report - Plovember 4 1998 Heanng
5of5
. . • 1
ATTACHMENT A
MAPS
VICINITY MAP
SITE PLAN
COMPREHENSIVE PLAN MAP
ZONING MAP
A i
ZE--31 A-95
Map
Vicinity ~
or°`v
r
R , i ~ „t• _ r. 7
r%AR9 4 &,Rp z
~7~• ,
~T► ~ ~ > I j' ~y
~
, ^ z
r k
W
t ~
<
F~*4OAJwAY , - Y
T . , wnY
~
, - . :v 170''sy _
r~
i - \ L
Q
Lx0 '
01-
2 p1.X1 Y - -_-J
~.p4
-
lE Y dvA
~ - ~7 ~ ~ , + ' , • ,
' C N/CAG N ~ L W C f~'•'~iY'..~~~•✓/~~✓'/ !„i.i "x~ ^,."'„~,y ~"~a,x~~,..~~».if
r'q°.,.~
4. "T'"' ~7Cw. M
,
5 3c _ ;
~
_ ~ ~ ~
- - - . -
J " / Z
15i
M t ~'r J 157 K `fll~~T AvE
• • V 4
o Q
~ nE
r
dT~-
,
- ' ~j 9 G~J lal 6
~
y
T W
6TH
~ T~ y~ ~ T,, A.. y cr,
• ~ OQ O '
T A.
x ~r3 ~ti E
8T~
Tt-i
Not to Scale 09123198 N' VICINITY MAP
viciNdrr Ha;P cr 90,5 i-
' ~ ~ tL~Q+IC.GT iNff7RMAif[7h{
a v ne a Awelr
j ~ i ~ " ~ I ~roKnnoMNE Stl3EY ~`yi~~l M~~~I f -I
0 4 +h A + f
!I ~ ~¢.urv „n.,aa.~b
i-
nw.
~ R • R.,a wu _ a~.~~ t I - ~ ~ 11 L..
T;w-
2~
~ y
DIP,6P~f~M ~ r~ ~
.a.~_.... ~ . „ w~LJKA~ ~ COl~F'~a ~TY VI4I~Ri~1' MAP~ ~ ~
IX) srALx.
JU~ ~ 6 '4998
~
I n)`~[+(~'~~ A(~
II!~}n~[0 PU r~11V ~~j}`p~~ j'!
w I~ w~r x aa r l'V It7~~,11'E ~U~LL1~4'~V i~4~Y~~1~
S , 19 y
I " M~,a~ ti~-
~ r R
IASNh SIH y~ ~ f~ , I L ;
~i.teu"f..r.QU ~ , I I I N
I AP+7nl w~~ u+I en ~,a 1 I -t X I iL~
~ i ~ I•,-,,,,~~~~ ' ~ ~t' ~ ~ i~ ~ j Ul ~
I s
)a~` N5~ re c~.or i t
R'~f +f
~~an&~"'~,o.
! I I ~ i _ J l G 4 ~ re ~ ~ ~
T
i -~~~~,~c~
' *~~r~a
~~A~'r7~~ R ~
~ 'i-"~'s :,r.~►b:,.^:., ~ _ W'~'~' ~ I ~ ~
rn O 1 ~LPfdB.YJ I ~ yet.e~,.cee n3neci ~ ii~
K MI MCHLtG N M~ EN
BWA
f'Inf!
tq. !f ~-i-1~ ~cv-luv - w.
cn cr~tYr r i; r r
I ti{
A ~
-f-...~,~~_
1 ~ , ~ NNM [tF1' w! nl~n I ' ~ T ~ ~ ~
q ~ ~ ~+4L [ a'~4[ d 0 a~~~ ' I ~ ti4 MYf
I ~i d ull
i r
~ i ~'r~E:,J"SlkAJRY 61TI! P`l.Alv 116
~
HGME DEI°OT F-ET^II. ~ENTER
~ ~ - - . - - - . ; . .
~ L A-,~
_ ~
r
~
~
ebe
pr ,
0 M _T~ `~r'•~` E
~ • ~ r"~ "1 1
{
, 'i • Y ' 20% '
WO
~ ~ ~ ~ ~ ~ ~
~r•~~~`', q~°.``~~ t ~ `'~'.~~1
1 • w
V/ 1
• i~ ~
~ ~ M
di ~
• _ , i~• ~ ~
. / ~ = ~ It~ ~
3,,,,~,, • • ~ ~ , .
~9br.-
~ ~ ~ ~ ► . , + ~ •
, •
.
u • • ~ - ~
a a • { } s ~ -
_ ~ ~ ~ fl t
~ .YL ~M p ' t
Pits `
; Y . o . - ~.y~ ♦
~ • ~~r~ /;1.^~.~~,~•
47 Z.AM~ ` --J ~ ~
~
Y
~ 1 - s t
~ ~ 1r .,•,,.--'y 1
' . • . c
' i .
} ~ • ' 40
' • Ck~' - '
~ s ~ _-z
• • , ~ ~ ~~_,.,~.a~«~ E
, - _ ~ • t f~ ~ ~y,lc,j~''~ ~
. ~ ~
w,~ * ~
- "
.
~ •
1►' ~ ~ . ~
919- tt~~ i
' , ^ ~ ♦ t ♦ O ~ • ~ ~ ~~-~.~✓J~~~`
, s ♦l s a e~
i 7 • ~
. ~ ~ O ~ ~ ~ ~ ~ ` ~
. • .
s~• ^ ~ • _
~
• ~ -r..~
, - ~ • ~
r -
► ~ ~ ~ , NENSIVE P~~N MAp
1 . CoMpFtE
! N~
j012719$
Not to SCate
1
~
E .
Z
. ~ng
. zon
t,~ n J
. ~ ~ 1-
,
~
. :
< p
Y O
J r,,,t 1r. Y . ~ ~
r
_ ~ ~ ` t:,~ tY st ~ -
r " ✓ - ~v~ , ~
. , ~ ~ . _ ~.,d.,n~•~
, , • , ~ x ~J ► tr~
/ ~ • y^/~'b'~~!
N4
0 ~ ~4 S~' '~"„~F ~~~j ~ '~v ~ . ~
G N ~ t AG ~ "S'x, ^~r•~j cS u~~,~r~+' -
~
/ . ` I S t .
~
• ~ • ~ - % S
3 0
. .~.•T'~'~ i S ,
~ 7 5~ F ~ ry ~ ~t
1 - a~ 6
Vft
♦
,
~
a~ .
~
.
8 T
, Y ►c a , q~ ~ ~ ~ ~~,ij " '
.
~
`
~ ~ • , " ~ ~
T l^ . -
~ ,
~►.s~ ~°r
~
ZON1NC' tV1A
N'
10127 i98
Not to Scale
i
. . . ~
ATTACHMENT 6
CONDITIONS OF APPROVAL
,
' V !
~ REC4MMENDED CONDITIONS OF
1 A ~ APPROVAL FOR ZE-31A-95
.
A
lll no A 4 DIVISION OF BUII DING AND PLANNING
SPOKANM COUiNM
1 All conditions imposed by the Hearing Examiner shall be binding on the "Applicant", which
term shall include the owner or owners of the property, heirs, assigns and successors
2 The proposal shail comply with the conditions of approval inciuded in the September 21,
1995 Hearing Examiner Committee decision except for Building and Planning Condition # 3
which is deleted by approval of a change of conditions request
3 The applicant shall develop the portion of the site indicated as "Retaii B-Furniture" in
accordance with the site plan of record presented to the Heanng Examiner on November
4, 1998 (B&P date stamp of 7/28/98) Minor variations, to be approved by the Director of
the Division of Building and Planning/designee, shall only be allowed to meet regulation
standards and conditions of approval Ali vanations must conform to regulations set forth
in the Spokane County Zoning Code, and the original intent of the development plans
shall be maintained
4 Any division of the subject property for the purposes of creating additional lots/parcels
shall be reviewed by the Director of the Division of Building and Planning/designee for
compliance with the Spokane County Subdivision Ordinance and all other applicable local,
state and federal ordinances and development regulations, as amended
. , . AT?ACHMENT C
AGENCY AND PUBLIC COMMENTS
_ ~
• v ~
SPOKANE RFGlONAL HEALTH DISTRICT
RECEIVED ENViRONMENTAL HEALTH DIVISION
SPOKANE C4C.INTY INTEROFFICE MEfVlO
, ,
C) f' i ? i ! ~
DATt October 20, 1998
DIVIStON OF BUILDING AND PLANNiNG
BY ✓
TO Stacy Bjordahl, Senior Planner, Spokane County Building and Planning
Division
FROM Donald T Lynch, EHS II - EHD, SRHD
SUBJECT ZN-31A-95 Home Depot
The Spokane Regionat Health District has reviewed the above mentioned
action Conditions for the original zone change will remain We offer no
additional comment
planning Itr1 zn 31a 951 pa
s ~ .
UFFICE GF Tl-{E SPOKATJI-~~ CvI.INTY ENGINEER
1 026 W1 Broadway Avz, Spokane, 0A 9:260- U1 70 09) ('S6 -3G00 17~-= 3%,~-3478
'ENGINEER' S COT31)1'rION{ _OF 31PPRUVAL" ZnNE
TO Spokane Couilty Plann} T1o Department F'ROM Divislon of 'naa neerino & ~L) a ta3
DATF
Uctrhez 19, 1998 t
~
FFZOJECT B - 3 CHG OF CONn HOME DraJ'U`F
F'ILE # ZE-0031A-95
Hearing 11/04/1998 @ 3 00
Sponsor/Appl icant STP-N S C'HU-L+T?,
Section To~tinsnip Range 14-25- 13
Planner STAC.~Y 3JtiRD74J 11,
The Spokane CounLy Engineeling Depa<imen} has rE1vaewed i-'rie &b«jje referenc.Ec
appl leat ion Tn,e following "Coiz-tY c, or, ; o= AoprOJ,-j°" e, ~ subm? tfi ed ta rha.
~F~okane County Planr_lnQ T~epaY tmenL ~ 0r = ~elu~~~ ~.n i hc, ~,17,tl_c~. ~ ac~s ()f_ YyGCL ,
~
Conclusiar1s and O?'der/neclslot," ElrInu'd Lile 3-(-20uC'3,L be uupr~)~,ed
PY'10Z' tO 1SSuanCe Ot a rJU1 i rJ'i r1Ct j~Je-Lill'_` OY di il1e r°q UP;~t C~~~ Lllc- r.~L
EI1Cj1rlef~r' 1'1 COP ] l2I'lCt1 OI1 4J1 L" : L C%l! r' i_ PQc~~ r-'(..-c I"ip Yo u c'~lc'" .
Ds st rict , whscilE.ver ccmes c} rst
Spakane Coun~y Lnglneer.~ nq la~:.s y ,jrieT~ thr r~,aiic:s~ ~ or '1-1e- ~ o- o~
Building anc PLanning Con.d?t?o~t 4,r3, ac1d hcs iL cr;(:.cz2or,
Ll
propcsal
Spokane County has reviewed t he t-c ai -f t c st Uay ~ n-
add! ttons to the siLe olan, srio,4ri G~ Df;asP ± r The ead, j-, or1 c.=
II CiOcS lZOt rF_q111I2 cddlt?Orial Tillti Jc` lQn i:n!.s riiil~
Review of future p=tases ac ( hartqes- to ih e s! Le nlan T, L11 rPau: re
submission of add-LLtorlal trafi ac ?riTOrIl1at10n tt, c.)~ :jccm
pte,J a~
CoUnfiy Engineer and complZance w! i-h recommend::d niZi lgG--1oi, , s reuu, Yea
prior to the relezse of a bul ldinu Perrnst
CC ADt;lica*at S' -`F SCHULTZ
Eng_riuer; stirA el c
P? a-ner Sir(' ~ PJUV^~~ L
,
r
}
RECEiVED ,
{ i
SPOKANE COClk1T,Y i V
Spokane County Publlc Works DePartment
P' '
' ' '
Division of Long I~ange Planning ~ V
DIV1SIvN 0F BUILDING AND PLANfVING
interoffice rnemo P"y
Date 10/19/98
To Stacey Biordahl, Senior Planner
CC John Mercer, AICP
From Allan N deLaubenfels, Planner
RE ZE-31 A-95 (Change of conditions)
On 8/13/98, we wrote
Thank you for the opportunity to respand to the above proposal The Division of Long Range
Planning finds the following
The proposal is located in the industrial Catego.ry of the Spokane County Comprehensive and is
located inside the Interim Urban Grawth Area (IUGA)
The Long Range Drvision has no comment on this proposal
There is no basis for change in our response
• ~ • ' ~ ~
.
To STACY BJORDAHL (E3uiIding & F'Ianning)
CC
FrUm JIN! RED (Utilities)
nate 10/19198
5ubject ZE-0031-95 St-iye Hea`i.~~ E.),a:yuncr r'oiase %-,hange of Concfs
HOMF DEPOT Zone Reciass
from 1-3 to 3-3
-,~.,04a This project lies within the Citv Qf Spokare :.sewer Service Aroa ic jusrECi tio notiicjr
them of this proposal and corifotm to their requiremer~ts
ws0l Any water service for this project yhall be prvv¢ded iti acrardartce wiit'll the t;Qordictafeef Vliater
Sysfem Plan for 5pokane County, as amended
, ~ _ ~.T,••7~1 R. • -
1
, v {
SpOKANE COUNTY WATEfZ DI5Tfz1CT No 3
PO Box 11187 • Spokane Washington 99211-1187 (509) 536-0121 • FAX (509) 534-3760
,
RECEIVE{3
SPoKAIVE COllfVTV
October 14, 1998 OCT 96 9998
~JivlstOtv OF BUILJING saMD Pi.Ah'A11N13
-iY
Ms Stacy Bjordahl, Senior Planner
1026 West Broadway Avenue
,
Spokane, WA 99260-0250
RE FILE #ZE-31 A-95 SITE PLAN REVIEIN & CHANGE OF CONDITIONS
Dear Ms Bjordahl
I have reviewed the project proposed above, which is located within the water service
boundaries of Spokane County Water District # 3 I am requesting that you inciude .
the following as "Conditions of Approval" for the proposal
• That a revised water plan be submitted to reflect the fire flow and
domestic water service requirements for the additionai improvements to
the site
• That the existing twelve (12) inch diameter water main be extended to
Sprague AvenuP prior to occupancy of any new improvement/s (as
previously agreed by Home Depot, USA)
If you have any questions or comments relating to this proJect, please contact me at
536-0121
Very Truly Yaurs,
T '~ck
Gren ral Manage r
c Stan Schultz, 1100 US Bank Building, Spokane, WA 99201
r
~
Washingtoa~ State Eastern Region
Department of Transportaticiro 2714 N Mayfair Streei
Sid Morrison Sookane WA 99207 ?090
Secretary of Transportatiari (509) 324 6000
RECEIVEb
S~'AKANE C:O111~
~ ~,tember ~1, i~9g
SEP 15 1998
MS Stacy Bjioidahl D1VlSI0ldOf E3tI1LpING AND PLqNNIMG
Spakane Coui-ity t ldnning
8Y
1 026 W F3roadw3y Ave
SpOkdI1e, WA 99260-0240
n zl Spl a7ue/F4nchet
Hanie Uepot Retall Cente: ?hasc 2
Dear Ms Bjiordahl
We received a compreheiISive resp:7r,sir fron: Kittelson & AssflciateS adciicssing thC
concerns we had with the traftic study `or t`he abovP development BFCause their NugusL
27, 1998, letter adequa±ely addressed our ~t-i`standing CO11Cc:IIIS We VV11I aCCtipt thls t:atftr,
study
Because thls sr~ady o►ily addrc,s.,t d rh. se 2 cif the Far,cher HernF Dwpot ReEa?1 Center, uny
tuture pcoposed Phases shatzld be rcquirYd submit an upeiated 7'raffic 1mpacr Analysls at
ihat tllile
If you hatie any further qtlestions, plEa,se contact rrie aC )09) 324-6199
Slnierely,
7:2~~ ~
;RiV F1GG
'I ranspoititi on Planner
C'JFM1a
cc Pat Harpei Spokane Coi cnt~ k;n ;ineei ;
Steve Stairs, Spokane Cetin~y Tral'Cic
Julia A Kcihri, Klttelsoil & rassoc )atES, Inc
Project File 090-285-021)
i'itlrCl V~E~ • - . f
'DKANE COUsVTY TRANSPORTATION DEPARTi14ENT
SPOI~` = V.li $0$ W SI'OICANE FALLS BL\ I)
AUG 2 7 1998 ' 1 SPOKANh WASE-tINCTaN99201-3314
(509) 625-6480
Atlgust 25, 1998 FAX (509) 625-6899
`~IVISIOI~ Ofi Hl!fL01~1G AND Q~NN1NG
8Y BRUCE STEELE, P E
DIRECroa
SPOKANE COU-NITY BUILDING & PLANiNING DONALD A Ra►mSEY, PE
1026 W BROADWAY AV CITY TR4FFlC E\GL\-EER
SPOKANE WA 99260 LARRY J NEIL, PE
OPERATI0N5 E\rGL,:-.ER
Attention Stacy Bjordahl, Senior Planner
RE Home Depot Retail Center - Phase 2# ZE-31A-95
Dear Ms Biordahl
We have reviewed the Transpoitation Impact Analysis for this proposal and are satisfied theie
will not be sufficient impact to City Streets to warrant mitigation
Than.k you toi the opportunity to comment on this project, and if you have any Questions, please
contact Don Raclisey or LoLi Dobberstetn at 625-6480
Sincerely,
Je"-
Bruce Steele
Ebs/lad/jtt
C Pat Hatper, Spol.ane Couilty Engineers
Martin Wllson, WSDOT
t\divisionsladminiatr uiun%dcuumLnt5<<%p9l;homE(ispr doc I' i-c I ot I
~
v) 7/9
~ ,
t ~ t •
~a' ~IR'AMI6
Bhl Stacy°
.~xr+f , . ~
From Hemminys, Biil
Sent Tuesday, August 11, 1998 2 20 PM
To Bjordahl, Stacy
Cc Engelhard, Scott, Pederson, Jchn, Harper, Pat, Kimball, Sandy, BUSko, Doug, MiIler,
Katherine
Subject ZE-31A-95 - Home Depot
8-11 -98
I received the above ieferpnced application on August 6, 1998
I have no comment on this proposa!
~
SPOK J**~ WATER AND
~ HYDROELECTRIC SERVICES
RECEIVED p00" 914 E IvortrFi Foortaii ts DiuvE
SPOKAt~E COUNT~ S('.A►tE, WAShi1\'CTO~' 9yZO7-27y4
(509) 625-7800
AUG 1 ~ 14 1998 FAX 625-7816
►1~►~111
DIVIS10N OF BUILDING AND rLANNIiVG
$Y
August 12, 1998
Stacy Bjordahl, Senlor Planner
Building and Plannlng
Division of Public Works Department
Spokane County
1026 West Broadway Avenue
Spokane, Washington 99260
RE Ze-31 A-95
Dear Ms Bjordahl
The Department of Water and Hydroelectnc Services does not provide water service to
the site, and therefore presents no comment to the application
We thank you for the opportunlty to comment
~
;
Sincerely,
Harry McLean, r
Senior ngineer
~
I c) r - -1 L lI L l I F~--
v ~ w .
_ . . , ~ RECEIVED
~ o
. CT 12 Am
Ir=i
S I-' U K A N F ` r ~~t C C~ LJ N T Y
BUILDINC AND PLANNING • A DIL'151ON OF TNE PL:BLIC WURKS DEFAKTti1EtiT
1:1MES L. M:WSON, C.B.O, DIKEC'TOR DENI`'iS M. SCOTT. P.E., DIR[CTOR
"NtEhlc)I2.aNUUINi
TO: Spokane Countv Divisioii of Enginccring; Pat Harper, c/o Sandy Kimball
Development L•ngineering Services; E3ill Hemmings
Spokane Cuunty Division of l,'tilities; Jim Red
Spokane County Stormwater Utility; Brenda Sirns
Spokane Regional Health District; Steve Holderby
Spokane County Division of 1'arks, Recceation and Fair; Steve Horobiowsl:i
Spokane Regional Transportation Council: Glen hliles
Fire Protection District No. 1
Spokane Countv Water District No. 3
Spokane Transit Authority; Christine f ueston
1VA State F3oundarv Revicw E3oard: Susan Winchell
WA State Department of Transportation: Mark Rohwer
Long Ranbe ('lannin~,; Dir•isior:; JolinR1ercer
Ciry of Spokane Water & Hvdro Services; Brad Blegert
City of Spokane Construction Services; Angelo Bomben
FROM: Stacy ajordal;I, Seiiior Plannqi§~
DATE: October 9, 1998 -
SUBJECT: Review and commeiits For the hearing of November 4. 1998 @ 9:00 a.rn.
FILE # ZE-31 r1-95 ~
Description: Site Nlaii Review anci Change of C:onditions
(STR) 14-25-43
Sponsor: Home Uepot, USA
Enclosed please find the Noticr oF Hearin~; and Sf=.f'A ducumcnts for the above praject. Please note
that the application and site plan was pr.viously c;rcuiated to vour office.
Plea.se rPview and return any romrneiits to nie vy October 23, 1998.
.A.^. . .~ti.-. .~"'ublic 1 f .-arin-z
t
~
~
ll)2b ~`'fsr Bnu~~u~~~y'r1~I:~L'E. • 51Y~~~~;t-, ti~'~SNl~c,t~~~, Uy~bU
PHONI-- (500) 4-%-3675 FAx. (509) 4564703
TDD: (509) 324-3166
~
U
~
CIO
71~
r
, OFFICE OF THE SPOKANE COUNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
"ENG;LNEER' J_.QPNDITIQNS OF APPRQVAL" ZDNE
TO Spokane County Planning Department' f
FROM Division of Engineering & Roads
DATE October 19, 1998
PROJECT: B-3 CHG OF COND HOME DEPOT
FILE ZE-0031A-95
Hearing 11/04/1998 @ 9:00
Sponsor/Applicant STAN SCHULTZ
Section Township Range 14-25-43
Planner STACY BJORDAHL
The Spokane County Engineering Department has reviewed the above referenced
application The following "Conditions of Approval" are submitted to the
Spokane County Planning Department for inclusion in the "Findings of Fact,
Conclusions and Order/Decision" should the request be approved
Prior to issuance of a building permit or at the request of the County
Engineer in conjunction with a County Road Project/Road Improvement
District, whichever comes flrst
1 Spokane County Engineering has review the request for deletion of
Building and Planning Condition #3, and has no objection to the
proposal
2 Spokane County has reviewed the traffic study for the current
additions to the site plan, shown as Phase II The addition of Phase
II does not require additional traffic mitigation at thls time
Review of future phases or changes to the site plan, will require the
submission of addiLional traffic information to be accepted by the
County Engineer and compliance with recommended mitigation is required
prior to the release of a building permit
CC Applicant STAN SCHULTZ
Engineer/Surveyor
Planner STACY BJORDAHL
. ~
NOTICE OF PUBLIC HEARING
SPOKANE COUNTY HEARING EXAMINER
TO All interested persons, and owners/taxpayers within 400 feet
YOU ARE HEREBY NOTIFTED THAT A PUBLIC HEARIlVG WILL BE HELD ON THE LAND
USE APPLICATION LISTED BELOW, AS FOLLOWS
Application File No ZE-31 A-95, The property owner has submitted an application for a public hearing for a
site plan review of approximately four (4) acres of its property The four (4) acres site is proposed for
development of a furniture store The public hearing site plan review is requsred by the Spokane County Hearing
Examiner Committee CondiUons of Approval (Condition No 3, Sepiember 21, 1995 decision) The application
also includes a request for a Change of Condrtwns to delete the Hearing Examiner Committee Condition No 3
(September 21, 1995 decision) requiring site plan review through a public hearing for subsequent phases of the
development If the Change of Conditions request is approved, review and approval of future development on the
site will be administrative Any development of the site will be required to comply with the conditions of the
rezone, change of conditions and the underlying Regional Business (B-3) zone
Hearing Date and Time November 4, 1998 9 00 a m
Place Commissioners Assembly Room, Lower Level, Spokane County Public Works Building, 1026 West
Broadway, Spokane, Washington
Applicant/Owner Home Depot, USA, 3800 W Chapman, Orange County, CA 92868, (714) 940-3500
Address and Location Generally located north of Spraaue Avenue and west of Fancher Road and the existing
Home Depot Store The property is situated within the southeast quarter of Section 14, Township 25 N, Range
43 EWM, Spokane County, Washugton
Compreheasive Plan Major Commercial and Industnal
Zoning Designation Regional Business (B-3)
Environmental Determination A Determination of Nonsignificance (DNS) was issued by the County Division
of Building and Planning, as the lead agency on 9-5-95 7he DNS and newly updated traffic study have been
adopted for this proposal The comment period ends October 28, 1998
Deadline for submitting SEPA Appeal [note only applies to administrative appeals to the Hearing
EYaminer, not to initial appiications such as rezones or preliminary plats]
Related Permits• None
Division of Building & Planning Staff Stacy Bjordahl, (509) 477-3675
HEARING EXAMTiYER PROCEDURES
Hearing Process and Appeals The hearing wil) he conducted under the rules of procedure adopted in Spokane
County Resolution No 96-0294 All mterested persons may testify at the public hearmg, and may submit written
comments and documents before or at the heanng The Hearing Examiner may limit the time given to speakers
A speaker represenxinc, each side of the issue is encouraged Any appeal of the Hearing Examiner's decision will
be based on the record established before the Hearing Examiner, pursuant to County Resolut~on Nos 96-0171
Environmentzl appeals wiU follow the same procedura1 ro«le as the underlying action All hearings will be
conducted in facilities which are accessible to persons with physical disabilities
Inspectican of File, Copies ot Documents A Staff' Report will generally bF available for inspection seven diys
before the hearing Z-he Staff Report and applicatian file may be inspected at the Spokane County Division of
Building and Planr>>ng, Ist Fluor Permit Center, Public Works $uilding, 1026 West Broadway, Spokane, WA,
99260, between 8 a m and 4 p m, weekdays, M-F, except holidays Copies of documents will be made available
for the cost of reproduction If you have any questions or spectial needs, please call the Division at (509) 477-
3675 Send written comments to the Spokane County Division of Buildina and Planning, 1026 W Broadway,
Spokane, WA, 99260, Attn Stacy Bjordahl, ZE-31A-95 Motions must be made in writing and submitted to the
Spokane County Hearing Examiner, 3rd Floor, Public Works Bu,lding, 1026 W Broadway, Spokane, WA,
99260-0245
}
DETERMINATION OF NONSIGNIFICANCE (DNS) AND ADOPTION
OF EXISTNG ENVIRONMENTAL DOCUMENT
WAC 197-11-630
DESCRIPTION OF PROPOSAL File No 2E-31A-95, An apphcauon for site plan review in a
public hearing, as required by condiuons of approval by the Hearing Exanuner Committee (9-21-95
decision) The application also includes a request for a change of conditions to delete the Hearing
Examiner Commuttee condition (9-21-95 decision) requiring site plan review through a pubhc hearing
for subsequent phases of the development
APPLICANT/OWNER Home Depot, USA,
3800 W Chapman
Orange County, CA 92868
(714) 940-3500
PROPONENT'S AGENT Stan Schultz
1100 US Bank Building
Spokane, WA 99201
LOCA1"ION OF PROPOSAL Generally located north of Sprague Avenue and West of Fancher
road in the SE of S 14, T 25 N, R 43
TITLE OF DOCUMENT BEING ADOPTED Determination of Nonsigruficance (DNS) issued on
September 5, 1995 (includes traffic study, environmental checklist, and geotechncial study), and Home
Depot retail center Phase II Traffic Study dated July, 1998, as amended by review of agencies
LEAD AGENCY SPOKANE COUNTY DIVISION OF BUILDING & PLANIVING
DESCRIPTION OF DOCUMENT (OR PORTION) BEING ADOPTED Environmental
Checklist evaluaung proposed rezone of 33 acres from Heavy Industnal (I-3) to Regional Business
(B-3), Traffic Study for Phase I of project (developed), Traffic Study for Phase II of project (current
proposal)
IF THE DOCUMENT BEING ADOPTED HAS BEEN CHALLENGED (WAC 197-11-630),
PLEASE DESCRIBE N/A
'I'HE DOCLTMENT IS AVAILABLE TO BE READ AT SPOKANE COUNTY DIVISION OF
BUILDING & PLANNING, lst Floor, 1026 W Broadway, Spokane, WA 99260
THE LEAD AGECY FOR THIS PROPOSAL has determined that it does not have a probable
significant adverse unpact on the environment An Environmental Impact Statement (LIS) is not
reqtured under RCW 43 21C 030(2)(c) This decision was made after review of a completed
environmental checkLst and other information on file with the lead agenGy This information is
available to the public on request
❑ There is no comment period for this DNS
I~ This DNS is issued under WAC 197-11-340(2), the lead agency will not act on this proposal for
15 days from the date below Comments must be subrrutted by October 28, 1998
We have identified and adopted this document as being appropnate for this proposal after independent
review The document meets our environmental review needs for the current proposal and will
accompany the proposal to the decision maker
SPOKANE COUNTY DIVISION OF BUILDING & PL,ANNING
Contact Person, if other than responsible official Stacv Blordahl Phone 477-3675
Responsible Official Tames L Manson
Position/Title Senior Planner Phone 477-3675
Address 1026 W Broadwav Ave, Spokane, WA 99260-0050 (509) 477-3675
Date October 9. 1998 Signature ~tIWUV610 19_0~
/ ~ J
LJ
This document was mailed to
1 WA State Department of Ecology (Olympia)
2 Spokane County Division of Engineering, Transportation Engineering, Pat Harper
3 Spokane County Division of Utilities, Jim Red
4 Spokane Regional Health District, Steve Holderby
5 Spokane County Air Pollution Control Authority
6 WA State Boundary Review Board, Susan Winchell
7 Fire Protection District No 1
8 Spokane County Water District No 3
9 Long Range Planning Division, John Mercer
10 City of Spokane Water & Hydro Services, Brad Blegen
11 City of Spokane Construction Services, Angelo Bomben
12 WA State Department of Transportation, Mark Rohwer
13 Spokane Transit Authority, Christine Fueston
14 Spokane Regional Transportation Council, Glen Miles
15 Spokane County Parks, Recreation & Falr, Steve Horobiowski
16 Development Engineering Services, Bill Hemmings
t 1
I
OFFICE OF THE SPOKANE COUNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
" NC'INF„ZR' S CONDITIONS OF APPROVAL" 7,~
TO Spokane County Planning ZJ4
'FROM Division of Englneering & Roads
DATE August 13, 1998 ~
PROJECT: B-3 CHG OF COND HOME DEPOT
FILE ZE-0031A-95 /
Hearing e #
Review Date 08/19/98 @ #
Sponsor/Applicant STAN SCHULTZ
Section Township Range 14-25-43
Planner STACY BJORDAHL
Technical Review Date ( @ )
The Spokane County Engineering Department has reviewed the above referenced
application The following "Conditions of Approval" are submitted to the
Spokane County Planning Department for inclusion in the "Findings of Fact,
Conclusions and Order/Decision" should the request be approved
1 Spokane County Engineering has review the request for deletion of
Building and Planning Condition #3, and has no ob3ection to the
proposal
9
2 Spokane County has reviewed the traffic study for the current
additions to the site plan, shown as Phase II The addition of Phase
II does not require additional traffic mitigation at this time
Review of future phases or changes to the site plan, will require the
submission of additional traffic information to be accepted by the
County Engineer and compliance with recommended mitigation is required
prior to the release of a building permit
CC Applicant STAN SCHULTZ
Engineer/Surveyor
Planner STACY BJORDAHL
♦ ~ ~
• Kimball, Sandy
From Hemmings, Bill
Sent Tuesday, August 11, 1998 2 20 PM
To Bjordahl, Stacy
Cc Engelhard, Scott, Pederson, John, Harper, Pat, Kimball, Sandy, Busko, Doug, Miller, Katherine
Subject ZE-31A-95 - Home Depot
8-11-98
I received the above referenced application on August 6, 1998
I have no comment on this proposal
Fw'w
Page 1
1
~~~~~VVvI►1 ~full~
, i
l~ziV
S P U K ~ N E: 4 V'.;~. C O U N T lr'
BU1LDtNG ANU PLANNING • A UIVISION OF THE PUBLIC WORKS DG~PAR~fEN GOUNTY ENGINEEH
JAr.ir:s L. MANSON. C.fi.0, DIRFC70R DriNNts M. Sc'o'r['. I'.E.. DItzEC70h
MEN10[ZANDUM RECEVED
TO: Spokane County Division of Engineering; Pat Harpcr, c/o Sandy Kimball AU6 0 5 1998
Spokane Caunty Division of Utilities; Jim Red
Spokane Regionai Health District; Steve Holderby SPOKpNE COUNTY ENG1NEEf?
Spokane County Parks, Recrestion & Fair; Steve Horobiowski
Stormwater Utility; I3renda Sims
Development Engineering Services; Qill Memmir.gs
Departmcnt of Transportation, Mark Rowher
Spokane Regional Transportation Council; Glen Miles
Spokane Transit Authority; Christine Fueston
Boundary Review Board; Susan Winchell
Long Range Planning Division; John Mercer
i=ire District No. 1
Spokane County Water Uistrict tiu. 3
City of Spokane Water and Hydroelectric Services - Brad Blegen
City of Spokane Construction Services - Angelo Bomben
FROM: Stacy E3jordahl, Senior Pldnner
DATC: August 5, 1998
RF: ZE-31 A-95; Site Plan Review and Ctiange of Conditions
~
Attached is a copy of the application foc a site plan review and c1►ange of conditions submitted by Stan Schultz for
{lome Depot. The applicant is requesting site plan review by the f-learing Examiner for a retail furniture sales
h«ilding. Tlie applicant is also requesting u change of conditions to delete Building and Planning Condition #3 of
the Findings and Order dated September 21, 1995. Said condition requires a public hearing for site plan review
prior to development of the property.
Please review this application package for completeness to ensure those items listed in your signature block on the
aprlicatian contains the information necessary to quulify as "Technically Complete."
In addition, plcase provide your written comments and recommended conditions within ten (10) working days to me
by August 19, 1998.
ffyou have anyquestions regarcling this (ile, vott may contact me :tt 477-3675.
E:nclosures
copy without enclosures to: I-lome Depot, USA, 601 S. Alacentia Ave., Fulierton, CA 92631
Stnn Schultz, 1100 US f3ank i31dg., Spokane, WA 99201
Dernardo Wills Architects, 107 S. Howard, Ste. 420, Spokane, WA 99204
~ 1026 WL'Sl' BR4ADWAY AVENUE • SPOKANE, WASHINC:TON 99260
j` PfIoNC: (509) 456-3675 • FAx: (509) 4564703
TDD: (509) 324-3166
_ ,
'V
r
SPOKANE COUNTYPLANNING
ror-t,tivED
CIIANGE 4I' CONDITIONS r012 A9ppK,qNECOUNTY
PItI CiVYOUSLY APPROVI ID ZONE CHANGE~ UL 3 0 1998
Daic ~ qq Application No f ' 10yPFBUIZDING AND PLANNING
,
Name Of ApplicantlRepresentative Home Depot, USA, INc c/o Stanl ey R Schul tz
Mailiiig Addiess 1100 US Bank Bldg, 422 W Riverside Avenue
City Spokane State WA Zlp 99201
Phone 6 4_S F5 (Wol k) (Iiome)
Emsting Zone Classification B-3
Date Existing Zone Classification Establislied September 1995
Legal Description of Property. S,pp At, . ched
~
Section 14 Township 25 Range 43 EWM
Source of Legal
Parcel No 35144 0102
PROPOSED CHANGE; OI' CONDITl"ONS
Relerence specific "Condition(s)" of original approval (Cite the apPlicable cond2tion from
the I'liidings and Oi der of the I-iearing Eaaminer Commiitee's nublic hearlng)
Hearing Examiner's Conclusions, Findings and Order dated September 21, 19953,
Spokane County Division of Building and Planning condition #3 "A public
hearinq review bv the Hearinq Body is required prior to any site development
fnr the area illustrated as future development on the site plan of record "
Give detailed explanatlon of request for change in status of the proposal
The applicant has constructed a Home Depot store on approximately 1/3 of the
site concurrently with this application The applicant has submitted a site plan
for 1/2 of the site for review by the Hearing Examiner The requested
chanpe of conditions will allow adminstrative review of the site plan for
the remaining 1/2 of the site
If development of the site will be changed substantially by this request, or the property has
boundaries diffeient tllan originall}, pioposed, a revised development plan must Ue submitted
1 i
` r
'Si'* natuie of Applicant oc Agent Address if difCerent than Applicant
r.cv 9/93 saii,
~
. t
C
~
`
SPOKANE COUNTY DIVISION OF BUILQING AND PLANNING
ZmpReep-Asisff qmTroff14rP r-fe.AqAzm
SITE PLAN REVIEW ONLY tiEGEIVED
PART I SPOKANE r.-C7tINTV
A GENERAL INFORMATION JUt 2 8 1998
Legal Owner Home Dep o t, U S A Inc i')IVI6I0.NC1F 8U(1 OEiVriAiVD P1 M;N-,
isY
Matling Address 601 South Placentia Ave ,
City Fullerton State CA Zip Code 92631
Phone (7 14) 7 19-5Zoo (Work) (Home) Fax
_ Appiicant~gent) Stanley R Schultz
Mailing Address 1100 US Bank Building
~ City Spokane State jaA Zip Code 99201
Phone 624-5265 (Work) (Home) Fax
IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO
SERVE AS REPRESENTATIVE
Project/proposal site area (acres or sq ft) 31 87
Adjacent area owned or controlied (acres or sq ft ) None
Assessor's parcel numbers of project/proposal 35144.0102
Assessor's parcel numbers of adjacent area owned or controlled
Street address of proposal 5101 E Sprague
Existing zone classification(s) and date established B-3, September 1995
Existing use of property Home Depot store and vacant ,
Proposed zoning B-3
Industrlal/
Comprehenswe plan category Commercial School district Spokane 5D #81
Water
Water purveyor City of Spokane/District#3 Fire district Fire District #1
Proposed use of property
Single famify dwellings Duplexes Multifamily dwellings
Manufactured homes Business Industrial Mixed use
Other ( ) - Describe
~
List previous planning division actions involving tlfis property Rezone from I-3 to B-3
subject to site plan approval September 1995
B LEGAL/ZONE RECLASSIFICA'rinn! INPnR^1IaTlCRI
Location of proposal North of Sprague Ave, west of Fancher, east of vacated Carnahan
Section 14 Township 25 Range 43 EwM
Name of pubiic road(s) providtng access Fancher and Sprague
Width of property fronting on public road Fancher 600' , Sprauge 200'
V
+ M r ~
2QNE RECLASS1FICATION APPLICATIUN PAGE 2 of 4
Does the proposal have access to an arterial or planned arteria£? 1'es (X) No{}
Name(s) of arterial roads Fancher Raad & Sprag-ae
Legal descrip#ion of property for each zone reclassificatian proposed
At tached
Existmg zane(s) to proposed zone(s)
for the follawing described praperty
Attach Iegal descripfian stamped by land surveyor or provide below
If y+au do nat hold ti#le to the property~, ~vhat [s ~raurl ir~teres~ in rt7
What are the changed condt#ions of the area whicn yau feel make fhis prapasal warranted?
Not applicable for site plan
What impa~t wi11 the proposed zone reclassiflcatian hrave on the adaacent proper#ies?
N/A
Vlfhat fac#ors suppork the zor,e reclassifcation?
N/A
V1ihat measures do you Rropose ta mitrgate yatir propnsal's impact on surrQUndtrrg land use,
N/A
~
I
ir ~ v
. , ► ~
ZONE RECLASSIFICATION APPLICATION PAGE 3 of 4
PaRT II
This section of the application wilf provide the Division of Buiiding and Planning staff with written
verification that the appiicant has had preliminary consultation with the agencies identified
Resuits of the preliminary consultation shall be incorporated in the proposal before final submittal
to the Division ~
~
FIRE MARSHALUF{RE DISTRICT
A This proposal is within Fire Protection istrict No j
6 Adequate arrangements (have) ave n) been made to meet our needs in providing for an
adequate water system and facilities or fire protection purposes
C Recommended fire flow CA $I r , or unable to caiculate now because use is not
definitive, and will be determined at time of building permit application
D Requirements mclude .
y K,,...- U,, II e, -R, 90 V.- ~ I(j'
. 1~,
Fire District 3~qhature/Title ` Date
WATER PURVEYOR
A Satisfactory arrangements for domestic water and fire flow requirements (#wws) (have not)
been made
6 Requirements/comments A w'AY6A mAit11 Exrr-Ns i oN ~ 1mrRo-y6mFN%5
mflY ~ RMEQU .
SP014ANC cA(Anr1-`f wAFTER
D)ST j,I~T # 3 ~
Water District SignatureMllle Date COUNTY ENGINEER
A preliminary discussion has taken place and general requirements for roads and drainage have
been discussed with the applicant
A Comments
Z 1'q6
ignature/Title Dat
COUNTY UTILITIES
A preliminary discussion has taken place and general requirements for submittal of this proposal
(have) (have not) been satisfied The designated water purveyor for this site is
A Comments 14*,~ of ,5pdk%o, t~
LwdL
S►gnature/Titie r Date
/
REGIONAL HEALTH DISTRICT ~
A preiiminary discussion has taken place and general requirements for submittal of this proposal
(have) (have not) been satisfied
~
A Comments
r a
S g e/Title Date
~ ~ -
c~
SEWER PURVEYOR
~
A prel(minary discuss4on has ken place and general requirements for the provision of publtic
sewer are understood by the app icant
Drotc
A CommentS (
Q~Q fo
ttu7refTitle Date
A rr',
~ -
< <
ZONE RECLASSIFICATION APPLICATION PAGE 4 of 4
PART I I I
SURVEYOR VERIFICATION
I, the undersigned, a licensed land surveyor, have completed the information requested for the
zoning map and written legal description
Signed Date 712-411Ff
Address Phone
City State Zip
,
PART IV
SIGNATURE OF PROPERTY OWNERS OR LETTER OF AUTHORIZATION
I, the undersigned, swear or affirm under penalty of perjury that the above responses are made
truthfully and to the best of my knowledge
I further swear or affirm that I am the owner of record of the area proposed for the previously
identified land use action, or, if not the owner, attached herewith is written permission from the
owner authorizing my actions on his/her behalf
Signed The Home Depot, USA Date 7/17/98
Address c/o Stan Schultz Phone 624-5265
CIV 1100 US Bank, 422 Ri versi de, Spokane, State WA Z,p 99201
Signature of applicant or representative Date State of Washington )
) ss
County of Spokane )
Signed and swom or affirmed before me on this 17 day of Ju1y , 19 98,
hy Stan Schultz Notaiv Seal
Notary Public in and for the State of Washington residing
at Spokane, WA
My appointment expires 3-20-2000
PART V
TO BE COMPLETED BY THE OIVISION OF BUILDI G AND PLANNING
47 ~ ~
Date submitted 4 c~~~~ File number -Z''
2,~,
Date accepted--7 ( ~ "v~6~ ~ y ,
. ,
Total fee~ t~~3WI~/"~~ R~ Pt number~ U~05
PREI RE2WIE AVPI KJ! 497
Parcel 35144 9090
Owner HOME DEPOT USA INC
CoOwner C!0 MARSHALL&STEVENS INC #4714 Alkl
Owner Address
1100 MARKET ST 1510 PHILADELPHIA PA 19103-3915 E
Site Address I f ~ «41eLy-M WJ'
ADDRESS UNKNOWN CHE
v
Legal Description
14-25-43
PTN OF SE1I4 DAF BEG AT SE COR OF SD SEC 14 TH N OODE ~
07MIN 08SDS W ALG E LN SD SEC 794 09FT TH S 89DEG 28MIN ~p
34SDS W 43 50FT TO W RIW LN FRANCHER RD & TRUE POB
TH ~ i
CONT S 89DEG 28MIN 34SDS W 2274 82FT TH S OODEG OOMIN
36SDS E 500FT TH S 89DEG 28MIN 34SDS W 321 FT TO CIL OF
~
SD SEC TH S OODEG OOMIN 36SDS W 100FT TO NW COR OF
WILLIAMS
& LUTES' ADD TH N 89DEG 28MIN 35SDS E ALG N LN OF SD Q_ - _ -
ADD
2596 96FT TO W R/W LN OF FRANCHER RD TH N OODEG 07MIN
ossos
W ALG SD RIW LN 599 86FT TO TRUE POB
~ ~ 1
~ y
~ 4 th
Sth ~
Notice This is not a legal document Data depicted on this map is general & subject to constant revision It is intended for reference
use only Legal documents shouki be obtained from the appropnate agency
Washington State Eastem Region
~ Department of Transportation 2714 N May+a,,
, .
Sid Morriaon Spokane, WA
Secre?ery of Tr2ns-cortation (509) 324-ficY.,
RECEJVED
September 11, 1998 SEP
1 y
SPOKANE COUNTy ErfGINEER
Ms. Stacy Bjiordahl
Spokane County Plannin ~
1026 W Broadway Ave
Spokane, WA 99260-0240
RE: Sprague/Fancher
Home Depot Retail Center Phase ?
Dear Ms. Bjiordahl:
We received a comprehensive response from Kittelson & Associates addressing the
concerns we had with the craffic study for the above development. Because their Au~Ttlsc
27, 1998, letter adequately addressed our outstanding concerns we will accept this traffic
study.
Because this study oaly addressed Phase 2 of the Fancher Home Depot Retail Center, any
future proposed Phases should be required to submit an updated Traffic Impact Analysis at
that timc;.
If you have any iurther questions, ple;:se coiitact rne at (509) 3'24-6199.
Sincerely,
~ f a
GREG FIGG
Transportation Planner
GF/MA
cc: Pat Harper, Spokane County Engineers
Steve Stairs, Spokane County Traffic
Julia A. Kuhn, Kittelson & Associates, Inc.
Project File 090-285-02D
~
.
' DATE: Aug 27, 1998 PROJECT#: 1668-2
Kittelson & Associates, Inc.
Transportation Planning/TraNic Engineering PROJECT
610 S.W. Aider, sude 700 • Portland, OR 97205 NAME: Home Depot Retail Center Phase 2
7elephone: (503) 228-5230
FAX (503) 273-8169
E-mail: info@kittelson.com
RECIPIENT:
These materials are being transmitted to you: NAME: Mr. Martin Wilson
x' vw nnAiL FOR YOUR FILEIINFO OF: Washington State Department of
COURIER AS REQUESTED Transportation
OVERNIGHT FOR REVIEW AND COMMENT 2714 N. Mayfair Street
OTHER , Spokane, WA 99207-2090
•
Stacy Bjordahl, Spokane County Plannin4~ PHONE:
Pat Narper, Spokane County Engineering RECEIVED
Steve Stairs, Spokane County Traffic
Stan Schultz, Witherspoon, Kelley, Davenport & Toole AUG 3 1~~,.!~
SPOKANE COUNTY VIGINEER
COPIES D •
1 IZesponse to WSDOT Comments on IIome Deput IZetail C'~nt~r Phase 2 TIA
•
Please call me at (503) 228-5230 if you have any questions or comments.
/
Q'~
From: Ja(fies D. Colyar
_ ~
.
~ KITTELSON & ASSOCIATES, INC.
` TRANSPORTATION PLANNING/TRAFFIC ENGINEERING
610 SW ALDER SUITE 700 PORTLAND, OR 97205 (503) 228 5230 FAX (503) 273 8169
August 27, 1998 Project # 1668-2
Martin C Wilson, P E
Washington State Department of Transportation
Eastern Region
2714 N Mayfair Street
Spokane, WA 99207-2090
RE• Home Depot Retail Center Phase 2
Dear Martin,
We received your August 19, 1998 letter requesting clanfication on some of the issues included in
the traffic impact study for the proposed Home Depot Retail Center Phase 2 development to be
located near the Sprague Avenue/Fancher Road intersection in Spokane County, Washington We
appreciate the hme and effort put into reviewing our study, as your letter indicates a comprehensive
review of the assumptions and analysis methodology in the study The purpose of this letter is to
respond to the questions and issues raised in your August 19,1998 letter For the remainder of this
letter, each of your questions w111 be shown in italics, wlth our response stated directly after the
question in regular font
1 Figure 6- A more detailed percentage trrp drstribution for the Phase 2 development needs
to be provided at the intersections of Sprague Avenue and Fancher, Sprague and Havana,
and at all site driveways
Attached to this letter is a detailed tnp distnbution figure for inbound and outbound Phase 2-
generated trips at the requested intersections These percentages are reflected in Figure 6 of the
traffic impact study
2 Figure 6- It appears that SO% of the site generated traffic wanting to enter the project on
the Saturday mid-day peak hour and the weekday PM peak hour will travel through the
westbound leg of the intersection of Sprague Avenue and Fancher Road However, Figure
9 shows that approximately 32% and 29% of the site-generated traffic uses the westbound
leg of this intersection on Saturday mid-day peak hour and the weekday PM peak hour
respectively
Figure 6 shows the tnp distribution for new tnps generated by the site Thus, 50% of the new
FILE NAME H 1PROJFILE11668\PHASE2\CORRESPIRESP T[A WPD
Mr Mart/n Wl/son Project 1668-2
` August 27, 1998 P89e 2
inbound tnps will travel through the westbound leg of the Sprague Avenue/Fancher Road
intersection As shown in Figure 7, approximately 20 of the 40 new weekday p m peak hour (50%)
and 30 of the 65 (slightly less than 50% due to rounding to the nearest five tnps) new Saturday rrud-
day peak hour tnps travel through the westbound leg of the Sprague Avenue/Fancher Road
intersection These percentages correctly correspond unth the distribution shown in Figure 6
The 32% and 29% you have calculated is based on the total trips (new trips plus pass-by tnps)
traveling to the site The pass-by tnps will have no effect on the Sprague Avenue/Fancher Road
intersection (it will only have an effect at the site dnveways) Thus, when consideruig both the new
and pass-by tnps together, it is correct that approxunately 30% of the total trips wnll travel through
the westbound leg of the Sprague Avenue/Fancher Road intersection
3 Page 18, Paragraph 6- The TIA estimated that S% of the Phase II generated traffic would
be internal trrps between the existtng Home Depot and the Phase 11 uses Please include
documentation to warrant the S% mternal trip reduction used in the TIA
There is generally a lunuted amount of data available on internal trip reductions at multi-use sites
such as the Home Depot Retail Center For this study, a conservatively low 5% mtemal tnps
reduction was estimated for the Phase 2 development In other words, 5% of the traffic generated
by Phase 2 was assumed to also make a stop at the Home Depot or other Phase 2 uses
Transportation and Land Development (Institute of Transportation Engineers, 1988) and Trrp
Generation (Institute of Transportation Engineers, Sth Edition, 1991) descnbe a number of tnp
generahon studies performed for various multi-use developments One study completed by the
Colorado-Wyoming ITE Section m 1986 found that the tnp generation rates of multi-use
developments may be up to 25% lower than stand-alone development (indicating a 25% mtemal tnp
rate)
Due to the small number of mtemal tnps used for this study (i e, 5 tnps in the weekday p m peak
hour and 10 tnps in the Saturday mid-day peak hour), the level of service designahon reported at
each intersection would not change if none of the Phase 2 trips were assumed to be internal Thus,
assuming no mtemal tnps would not change the results of the traffic impact study
4 All of the critrcal gap acceptancefactors used for all the unsignaliaed intersections appear
to be questionable For example, the weekend critical gap factor for all the scoped
unsignalized intersections is 119 seconds for a mTnor street right turn and S S seconds for
a major street left turn We would suggest, instead of estrmating capacity and delay at the
minor approach for the intersections and then adjusting the 1994 HCM critical gap
acceptance factors to regressTVelymatch the theoretrcal faeld capacity, that a gap acceptance
study be completed for each roadway
We agree that a gap acceptance study is a valid method of calibrating capacity and thus delay at
unsignahzed intersections However, the methodology associated with a delay study, as apphed and
documented in the traff'ic impact study, is also valid and widely-accepted For more uiformation on
the method of caiibrating capacity based on a delay study, please refer to Field Measurements of
Capacity and Delay at Unsignal ized Intersections (ITE Journal, Apnl 1997, pp 22-26)
Kitte/son & Associates, lnc Port/and, Oregon
Mr Martln Wi/son Profect 1668-2
• August 27, 1998 Page 3
Based on the delay study performed for the minor street left-turn and nght-tum movements at the
Main Eagle Entrance/SpragueAvenue intersection, the critical gap was adjusted to 9 6 seconds for
the rrunor street nght-turn and 4 0 seconds for the minor street left-turn These cntical gaps do not
represent the actual cntical gaps observed in the field Rather, the crrtical gap is the parameter most
easily adjusted in the calibrationprocess Thus, the actual critical gap is probably close to the 1994
HCM default values (6 5 seconds for a minor street left-turn and 5 5 seconds for a minor street right-
turn), but the adjustment was needed to account for the effect of platooned flow on the major street
and two-stage gap acceptance for the rrunor street left-turn movement
S The Traffix Version 6 8 level of service reports need to be more detailed The TIA needs to
include timing and phasrng diagrams, conflicting ped/hr, bus stops/hr, rcght-turns on red,
arrival type, and signal type
A copy of the detalled Traffix Version 6 8 reports is attached to tlus letter for the existing weekday
p m and Saturday mid-day peak hour conditions The Traffix Version 6 8 reports for the 1999
background and total conditions use the same saturation flow adjustment factors as shown in the
exishng condrtion reports
We trust tlus letter adequately clanfies the issues and questions included in your August 19, 1998
letter If you have any questions, feel free to call either of us at (503) 228-5230
Sincerely,
KITTELSON & ASSOCIATES, INC
James Colyar J a A Kuhn, P E
Engineenng Associate Seruor Engineer
cc Stacy Bjordahl, Spokane County Planning
Pat Harper, Spokane County Engineeruig
Steve Stairs, Spokane County Traffic
Stan Schultz, Witherspoon, Kelley, Davenport & Toole
Attachments Tnp Distnbution Figure
Detailed Traffix Version 6 8 Level of Service Reports
Kittelson & Associates, /nc Portland, Oregon
CALCULATIOWDESIGN • ' D
. Kitteison & Associates, Inc.
/ Transportation PlanninglTraffic Engineermg DATE PROJECT#
610 SW Alder, Suite 700 • Portland OR 97205 ,
Telephone (503) 228-5230
~ Far (503) 273-8169
E mafl mto~kittelson com PROJECT NAME
http //www Inttelson com/
SUBJECT BY &HEET # OF
Ov.Nfl 2f!~
21
/vOA, Actets te)
~ ej it ~-e
~
~
A«<Ss
~
T
10'4
Yy
~
I o
y0e-a
~o ~'1 ~ r'io°ir Or-~'pi°
29 ~ S~r0.gule-
s ~
3 s
'r`.b CWTSoV~IUL
~
21~
f~lor~f+ ~cctss
110_9'
1o0/01
s
6 s~~.a~•.~<«fs
~
29°o 23°; Iot}O
_ F,[' Io-," r--- 2T c) L4 ~~i S~ vaQ~te
1, _ - , , . , I~ ~ ~
3a"a ~
S d
6 li'~ ~ c ~d
s
lyd
EXST-PM CMD Wed Aug 26, 1998 16 33 50 Page 1-1 EXST-PM CMD ued Aug 26, 1996 16 33 50 Page 1-2 +
KITTELSON & ASSOCIATES, INC PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC PROJECT #1668-2
HOME DEPOT PNASE 2- SPOKANE COUNTY, NASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1998 EXlSTING WEEKDAY PM PEAK HOUR COND(TIONS 1998 EXISTING NEEKDAY PM PEAK HOUR COND1T10NS
Turning Movement Report Volune Northbound Southbound Eastbound Westbound Total
Type Left Thru Right left Thru Right left Thru Right Left Thru Right Volume
Volume Northbound Southbound Eastbound Westbound Total
Type Left Thru Right Left Thru Rtght Left Thru Right Left Thru Right Volume #28 FANCHER/BROADWAY
ease 75 345 65 190 470 120 80 405 150 80 285 125 2390 ~
#1 SPRAGUE/FANCHER Added 0 0 0 0 0 0 0 0 0 0 0 0 0~
Base 2 20 20 295 290 140 155 855 40 35 555 225 2632 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 i
#2 SPRAGUE/HOWE I
ease 15 0 35 0 0 0 0 1005 20 25 690 0 1790 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0
#3 SPRAGUE/MCKlNNON i
Base 15 0 45 0 0 0 0 980 20 35 720 0 1815
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0
#4 SPRAGUE/EAGLE ACCESS ~
Bese 35 5 50 2 5 30 25 980 75 20 765 5 1497 i
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 i
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 ;
#5 SPRAGUE/CARNAHAN I
Base 30 0 35 0 0 0 0 1045 45 30 800 0 1985
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0
!
#b SPRAGUE/HAVANA !
Base 35 190 135 135 295 75 90 830 90 115 715 65 2770
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0
#13 fANCHER/NORTH ACCESS
Base 95 315 0 0 635 55 55 0 50 0 0 0 1205
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 '
#21 fANCHER/SOUTH ACCESS
ease 0 400 0 0 680 S 0 0 70 0 0 0 1155 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 ~
Tota l 0 0 0 0 0 0 0 0 0 0 0 0 0
#22 SPRAGUE/DOLLAR
Base 190 10 70 15 5 15 10 2030 15 35 1665 2 4062
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 ,
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Traffix 6 8 1511 (c) 1495 Dowling Assoc licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR ~
S
A
a
a
~
EXST-PN.OUT 8-26-98 4:32p Page 1 of 10
i
EXST_PM.CMD----------------Ned_Aug_26,_1998_16_33_50._.........------Page-2_1--- EXST:PM_CMD----...---------Wed_Aug_26,_1998_16.33 50-----------------Page-3-1--- ;
~
KITTELSON 8 ASSOCIATES, !NC PROJECT #1668-2 KITTELSON & ASSOCIATES, INC PROJECT #1668-2 I
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASNINGTON HOME DEPOT PHASE 2- SPOKANE Cat1NTY, uASHINGTON
1998 EXISTING bIEEKDAY PM PEAK HOUR CONDITIONS 1998 EXISTlNG WEEKDAY PM PEAK HOUR CONDITIONS ~
lmpact Anelysis Report level Of Service Computation Report
Level Of Service 1994 HCM Operations Method (6ase Volume Alternative) ~
*t*f*~***f,r,r,r,r~,r*******t****s******,r,r*********~~****f**********,r~***,r,r#*,r,r****,r,r i
Intersection Base Future Change Intersection #1 SPRAGUE/FANCHER '
Del/ V/ Del/ V/ 1n **r*******,r**,r***,►,r,t*,t*******rr,r,r,►r,rt,r*****,rr~***,v,►,t,rr,r~*~,t*~*t******,r**~,t,rr*,r*,r
L05 Veh C LOS Ueh C Cycle (sec) 120 Critical Vol /Cap (X) 0 592 '
# 1 SPRAGUE/FANCNER C 19 7 0 592 C 14 7 0 592 + 0 000 D/V Loss Time (sec) 12 (Y+R = 4 sec) Average Delay (sec/veh) 19 7 ~
Optimal Cycle 49 level Of Service C ~
# 2 SPRAGUE/HOWE C 0 5 0 000 C 0 5 0 000 + 0 000 V/C
Approach North 8ound South Bound East Bound kest Bound # 3 SPRAGUE/MCKINNON C 0 6 0 000 C 0 b 0 000 + 0 000 V/C Movement L- T- R L- T- R L- T- R L- T- R I
I....----•------II ...............II.....-----..._.II....----•------I I
# 4 SPRAGUE/EAGLE ACCESS C 1 1 0 000 C 1 1 0 000 + 0 000 V/C Control Protected Protected Protected Protected
Rights Include Include Inctude lgnore i
# 5 SPRAGUE/CARNAHAN C 0 6 0 000 C 0 6 0 000 i 0 000 V/C Min Green 4 4 0 0 0 0 0 0 0 0 0 0 ~
Lanes 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 # 6 SPRAGUE/HAVANA c 16 3 0 641 c 16 3 0 641 + a 000 u/v ------------I "'__."".""I~--------------- i
Volume Module I,
# 13 FANCHER/NORTH ACCESS C 1 5 0 000 C 1 5 0 000 + 0 000 V/C Base Vol 2 20 20 295 290 140 155 855 40 35 555 225 I
Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 0 00
# 21 FANCHER/SOUTH ACCESS B 0 5 0 000 6 0 5 0 000 + 0 000 V/C Im tial ese 2 20 20 295 290 140 155 855 40 35 555 0 i
User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 0 00 ~
# 22 SPRAGUE/DOLLAR B T 5 0 627 B 7 5 0 627 + 0 000 D/V PHF Adj 0 86 0 86 0 86 0 86 0 86 0 86 0 86 0 86 0 86 0 86 0 86 0 00 ~
PHF Volume 2 23 23 343 337 163 160 994 47 41 645 0 ~
# 28 FANCHER/BROADWAY D 26 6 0 613 D 26 6 0 613 + 0 000 D/V Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol 2 23 23 343 337 163 160 994 47 41 645 0 i
PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 0 00 MLF Adj 1 00 1 OS 1 05 1 00 1 OS 1 05 1 00 1 05 1 05 1 00 1 OS 0 00 ~
Final Vol 2 24 24 343 354 171 180 1044 49 41 678 0
---------------I~---------------~
Saturation F ok Module
Sat/lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment 0 92 0 90 0 90 0 92 0 92 0 92 0 92 0 96 0 96 0 92 0 97 1 00 ~
lanes 1 00 1 00 1 00 1 00 1 35 0 65 1 00 1 91 0 09 1 00 2 00 1 00 ,
Final Sat 1752 1716 1716 1752 2363 1142 1752 3489 164 1752 3689 1900 ~
~
Capacity Ana ysis Module I ;
Vol/Sat 0 00 0 01 0 01 0 20 0 15 0 15 0 10 0 30 0 30 0 02 0 18 0 00
Crtt Moves
Green/Cycle 0 03 0 03 0 03 0 33 0 33 0 33 0 19 0 50 0 50 0 04 0 35 0 00
Uolume/Cap 0 03 0 42 0 42 0 60 0 46 0 46 0 53 0 60 0 60 0 60 0 53 0 00 ~
I ---•-----------~I..._...........I i
level Of Service Module ~
Delay/Ueh 36 3 38 2 38 2 23 1 20 8 20 8 29 4 14 2 14 2 45 7 20 7 0 0 ~
User DetAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
AdjDel/Veh 36 3 38 2 38 2 23 1 20 8 20 8 29 4 14 2 14 2 45 7 20 7 0 0 ~
Oueue 0 1 1 10 9 5 6 25 1 2 18 0
,r**r***tr****rf*~r~rrr,r,r*,t#*rr*,t,r*,r*t****,r,►~,r~,r,►r,r,~,r,~t,t,r,r,rr►rr*,~~tr,t,t*,r,r,r,r,r,r*~,rrr*** ~
~
I
Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 Dowling Assoc Licensed to Kittelson, Portland, OR
~
S
Iv
ia
I~
El(ST-PN OUT 8-26-98 4:32p Page 2 of 10
EXST-PM CMD Wed Aug 26, 1998 16 33 50 Page 4-1 EXST-PM CMD Wed Aug 26,_1998_16_33.50..____ . Page.5:1__. ~
i
KITTELSON & ASSOCIATES, INC PROJECT #1668•2 KITTELSON & ASSOC[ATES, (NC PROJECT #1668-2 ~
HdME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON NOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1998 EXISTING WEEKDAY PM PEAK HOUR CONDITIONS 1998 EXISTING WEEKDAY PM PEAK HOUR CONDITIONS I
Level Of Service Deteiled Computation Report Level Of Service Camputation Report
1994 HCM Operations Method 1494 HCM Unsignalized Method (Base Volume Alternative)
Base Volune Alternative •*~r****rr**************************************rt************~*t***~********#** ~
~r**~r**rr*r**r*,►ir**~**********~*******~**r**tr~r+*~**t***irrr****s**~*******#t**~ Intersection #2 SPRAGUE/HOWE
Intersection #1 SPRAGUE/FANCHER **t*******r**r*******************************************++***t****************r ~
*****************************t************************************************** Average Delay (sec/veh) 0 5 Worst Case Level Of Service C~
Approach North Bound South Bound Eest Bound West Bound j
Movement L- T- R L:.T - R L- T- R L- T- R Approach North Bound South Bound Eest Bound West 8ound
I II---_--- II-.........._-- II-------------- I Movement L- T• R L- T- R L- T- R L- T- R ~
,
HCM Ops Adjusted Lane Utilizafion Madule
lenes 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled i
'
Lane Group L RT RT L RT RT L RT RT L T R Rights incLude Include Include incLude
#LnsInGrps 1 2 2 1 2 2 1 2 2 1 2 1 lanes 0 0 11 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
NCM Ops Input Saturation Ad~lhlodule------------------------ (I...------------~ Uolune Madull--------------- I
lene Width 12 12 12 12 12 12 12 12 12 12 12 12 Base Vol 15 0 35 0 0 0 0 1005 20 25 690 0 ,
X Nev Veh 3 3 3 3 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
Grade OX OX 0% OX Im tial ese 15 0 35 0 0 0 0 1005 20 25 690 0 ~
Parking/Hr No No No No User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
Bus Stp/Hr 0 0 0 0 PHF Adj 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 40 ~
AreaType < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > PHFVolume 17 0 39 0 0 0 01117 22 28 767 0 ~
Cnft Ped/Hr 0 0 0 0 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0
ExclusiveRT incLude Include incLude incLude Final Vol 17 0 39 0 0 0 0 1117 22 28 767 0
96 RT Prtct 0 0 0 0 I
I --------------~I......-•_ -----~I---------------I~---------------~ Adjusted Volume Module
HCM Ops f(rt)and f(lt) Adj ase Module Grade OX OX OX 09: i
.
f(rt) Case xxxx 5 5 xxxx 5 5 xxxx 5 5 xxxx xxxx xxxx % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
f(lt) Case 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx X Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
1I'"""'"""""" I ~ I PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00
HCM Ops Saturation Adj Module Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxxx Trck/Cmb PCE xxxx xxxx xxxx xxcx xxxx xxxx xxxx xxxx ~
Hev Veh Adj 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 xxxxx Adj Vol 180 43 0 0 0 0 1117 22 31 767 0 i
Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxxx ~ ~ ~ ~ ~
Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx xxxx xxxxx Critical Gap Module i
8us Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 xxcx xxxx xxxxx MoveUp Time 3 4 xxxx 2 6 xxxxx xxxx xxxxn xxxxx xxxx xxxxx 2 1 xxxx xxxxx
Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxxx CriticalGp40xxxx9 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 5 xxxx xxxxx
RT Adj xxxx 0 93 0 93 xxxx 0 95 0 95 xxxx 0 99 0 99 xxxx xxxx xxxxx . ~ _ _ _ ' " 11 I
LT Adj 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx Capacity Module
HCM Sat Adj 0 92 0 90 0 90 0 92 0 92 0 92 0 92 0 96 0 96 0 92 0 97 1 00 Cnflict Vol 1922 xxxx 569 xxxx xxxx xxxxx xxxx xxxx xxxxx 1139 xxxx xxxcx
Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Potent Cap 302 xxxx 375 xxxx xxxx xxxxx xxxx xxxx xxxxx 419 xxxx xxxxx
MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Adj Cap 0 93 xxxx 1 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 00 xxxx xxxxx
Fnl SatAdj 0 92 0 90 0 90 0 92 0 92 0 92 0 92 0 96 0 96 0 92 0 97 1 00 Move Cap 280 xxxx 375 xxxx xxxx xxxxx xxxx xxxx xxxxx 419 xxxx xxxxx ~
I ---------------11 II---------------I ------......I 1I--------------- i
Delay Adjustment Factor Modu e Level Of Service Module
Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Stopped Del 13 7 xxxx 10 7 xxxxx xxxx xxxxx xxxxx xxxx xcxxx 9 2 xxxx xxxxx
SignalTypc < < < < < < < < < < < < < Attuated > > > > > > > > > > > > > LOSbyMove * * * * * * * * * g
DeIAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 Movement LT - lTR - RT lT • LTR - RT LT - LTR - RT LT - lTR • RT ~
Shared Cap xxxx 341 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Shrd StpDel xxxxx 12 6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS * C * * * * * * * * * *
ApproachDel 11 b 0 0 0 0 0 4 ~
i
Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 Dowling Assoc Licensed to Kittelson, Portland, OR ~
i
~S
EXST-PM.OUT B-26-48 4•32p Page 3 of 10
EXST-PM CMD Wed Aug 26, 1998 16 33 SO Page 6-1 EXST-PM CMD Wed Aug 26, 1498 16 33 50 Page 7-1 ~
~
KITTELSON & ASSOCIATES, INC PROJECT #1668-2 KiTTEISON 8 ASSOCIATES, INC PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, aASHINGTON i
1998 EXISTING WEEKDAY PM PEAK HOUR CONDITIONS 1498 EXiSTING WEEKDAY PM PEAK HOUR CONDITIONS
j
Level Of Service Computation Report Level Of Service Computation Report
1994 HCM Unsignalized Method (8ase Yolume Alternative) 1994 HCM Unstgnalized Method (Base Volune Alternative) ~ i
t***t******r**r*************~**t*t~~*r*trr***~~r#***~t**t*************#***~***** •*t**t**t**t**~**t***r*****************t**tt*t**tt**r*t***rr~*t******#tt**t*rrt* ;
Intersectton #3 SPRAGUE/MCKlNNON Intersection #4 SPRAGUE/EAGLE ACCESS ~ j
****************~**~*******t***************~*rttt**t~**t*tr*t***~**tr*******t~** ~*~*r*****sr***********t*****t*******t*****t~**r*r*********~****t****r**~*t**r*r ~
Average Delay (sec/veh) 0 b Worst Case Level Of Service C Average Delay (sec/veh) 1 1 Worst Case Level Of Service ~ C E
t******t**t**t**t****t*****~*******t******r*t~r*r**rr**t**rw**t******~******~*r* *~r*rrrt*~ttttt**r**tr***r*rrrtt**tt*t**r~s#*f*t*********r**r**#*****#**~r~***** ~
~
Approach Narth Bound South eound East Bound Nest Bound Approach North Bound South Bound East Bound West eound ,
Movement.._. L.._..T.._._R_ L_:__T__:__R. L-._T..:__R L_.:..T__:..R. Movement l- T- R L- T- R L- T- R L- T` R
~
Contro l I. Stop Sign II Stop Sign II. Uncon tro l le d I) Uncon tro l l e d ( Con tro l I S top Sign -II S top Sign . II. U n c o n t r o l l e d-II. U n c o n t r o l l e d I(
Rights Include lnc lude lnc lu de Inc l u de Rig hts lnc lu de Inc lu de lnc lu de Inc lu de ~
lanes 0 0 11 0 0 0 0 11 0 0 1 0 1 1 0 1 0 2 0 0 lanes 0 1 0 0 1 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0 ~
11 11 ~ I
Volume Module Volume Module
Base Vol 15 0 45 0 0 0 0 480 20 35 720 0 Base Vol 35 5 50 2 5 30 25 980 75 20 765 5
Growth Adj 1 00 1 DO 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 11 00 ~
Inttiel Bse 15 0 45 0 0 0 0 980 20 35 720 0 Im tial Bse 35 5 50 2 5 30 25 980 75 20 765 ; 5
User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ;1 00
PHF Adj 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 PHF Adj 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 0 90 ~
PHF Volune 17 0 50 0 0 0 0 1089 22 39 800 0 PHF Volwne 39 6 56 2 6 33 28 1089 83 22 850 6 ~
Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Uol 0 0 0 0 0 0 0 0 0 0 0~ 0 ,
Final Vol 17 0 SO 0 0 0 0 1089 22 39 800 0 Final Vol 39 656 2 6 33 28 1089 83 22 850 ~ 6
------------I ~ ------------I i
Adjusted VolLune Module Adjusted Volume Module I
Grade OX OR OX OX Grade OX 096 OX OX " I
X Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
% Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 ,1 00
Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I
Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I
Adj Vol 18 0 55 0 0 0 0 1069 22 43 800 0 Adj Vol 43 6 61 2 6 37 31 1089 83 24 850 6 ,
I II II II I I II IIll ~ ~
Critical Gap Module Critical Gap Module
MoveUp Time 3 4 xxxx 2 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 1 xxxx xxxxx MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 xxxx xxxxx 2 1 xxxx xxxxx ~
Critical Gp 4 0 xxxx 9 6 xxxxx xxxx xxxxx xxnxx xxxx xxxxx 5 5 xxxx xxxxx ~ Critical Gp 4 0 3 5 9 6 4 0 3 5 9 6 5 5 xxxx xxxxx 5 S xxxx zxxxx i
~--------------11 ---------------11 ~ ~
Capacity Module Capacity Module
Cnflict Vol 1939 xxxx 556 xxxx xxxx xxxxx xxxx xxxx xxxxx 1111 xxxx xxxxx Cnflict Vol 2033 2036 586 1994 2075 428 856 xxxx xxxxx 1112 xxxx xxxxx
Potent Cap 299 xxxx 388 xxxx xxxx xxxxx xxxx xxxx xxxxx 434 xxxx xxxxx Potent Cap 281 372 361 288 365 519 595 xxxx xxxxx 403 xxxx xxxxx ~
Adj Cap 0 90 xxxx 1 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 00 xxxx xxxxc Adj Cap 0 84 0 89 1 00 0 75 0 89 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx
Move Cap 269 xxxx 388 xxxx xxxx xxxxx xxxx xxxx xxxxx 434 xxxx xxxxx Move Cap 236 332 361 216 325 514 545 xxxx xxxxx 403 xxxx xxxxx ~
.....------I 11 11 I~-----•--•------~ ------------I -----------•---I~--------------- i
level Of Service Module level Of Service Module
Stopped Del 14 3 xxxx 10 7 xxxxx xxxx xxx~c xxxxx xxxx x~cxxx 9 1 xxxx xxxxc Stopped Del 18 3 11 0 11 8 16 8 11 3 7 4 6 3 xxxx xxxxx 9 5 xxxx xxxxx
LOS by Move * * * * * * * * * 8 * * LOS by Move * * C * * * B * * B * I * ~
Movement LT - LTR - RT LT • lTR - RT LT • LTR - RT LT - LTR - RT Movement LT - LTR - RT lT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap xxxx 349 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared Cap 245 xxxx xxxxx xxxx 449 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Shrd StpDel xxxxx 12 7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxcxc Shrd StpDel 18 0 xxxx xxxxx xxxxx 8 8 xxxcx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
ShaPed LOS * C * * * * * * * * * * Shared LOS C * * * B * * * * * * I * I
ApproachDel 11 6 0 0 0 0 0 5 ApproachDel 14 3 8 4 0 2 0 3
Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Ktttelson, Portland, OR Treffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Porttand, OR ~
~
~
,
~S
~
~i
D(ST-PM.OUT 8-26-98 4 32p Page 4 of 10 B
,
~.EXST-PM CMD Wed Aug 26, 1998 16 33 50 Page 8-1 EXST-PM CMD Wed Aug 26, 1998 16 33 50 Page 9-1 i
KITTELSON & ASSOCIATES, INC PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC PROJECT #1668-2 i
NOME DEPOT PHASE 2- SPOKANE COUNTY, 41ASNINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, IJASHINGTON i
1998 EXISTING WEEKDAY PM PEAK HOUR CONDITIONS 1998 EXISTlNG WEEKDAY PM PEAK HOUR CONDITIONS ~
Level Of Servtce Computation Report Level Of Service Computah on Report ;
1994 HCM Unsignalized Method (Base Volume Alternative) 1994 HCM Operations Method (Base Volume Alternative) i ~
r,rrtr,r,r*****~,r,r,►,r,r,t,t*trtr*,t,►,t**~,r~f*~**,r*,rt,~,r~t~*,r~tr~r*,r,r****rrrr,►*,rr,rrr,t~~****,r,r,t~t *r►r►tr*,t,rrr,r*,r*,r,rt,r,rrt*,r,rtt,r*,r~rrt*****~*t*,rr,~,t,t,t*t*****t*****~**:~***,r~r~rr**,r,r~rr~r* ~
Intersection #5 SPRAGUE/CARNAHAN Intersectian #b SPRAGUE/HAVANA ~ *,r,r*t****,t*,t,t,t,r*,r,r,r****,r*~**,rr***~**r*****t,r**#*t*,t+t,r,r,r,r,r**,r**rr,r*,r~rrt***,w*~,r,r,rr* ,r,r*,►***,r,r,r***,r***,t***,rr,r,r*,rt,r,r*********,r*,r*,t**tr**********,r,r,e,r,r*,r,r**,►r,r,~,►~*,t,t,►**,r i
Average Delay (sec/veh) 0 6 Warst Case levet Of Service C Cycle (sec) 100 Critical Vol /Cap (X) 0 641 ~
Loss Time (sec) 9(Y+R = 4 sec) Average Delay (sec/veh) 16 3 ~
Approach North Bound South Bound East Bound Nest eound Optimal Cycle 45 level Of Service C i
Movement L- T- R L- T- R L- T- R L- T- R ,r,r*,r**rr**#***r,rr,r,rt***,rrr*,r,rrr,r*,t**,r*****,rr*,r,r,rr**,r,r*,r,r,r**rr,►,►,r*,r**,r**~*r►:*+r**,rr* ;
~ ~ ~ I"--"---"""`-"' I Approach North Baund Sauth Bound East Bound West Bound ~
Control Stop Sign Stop Sign Uncontrolled Uncontrolled Movement L- T- R L- T- R L- T- R L- T j R Rights Include Include Include Include I ...............II--------------- II'--------------~I--------...---- I ,
lanes 0 0 11 0 0 0 0 0 0 0 1 0 1 1 0 1 0 2 0 0 Control Permitted Permitted Protected Protected
( ~ ~ Rtghts Include Include Include Include ,
Volume Module Min Green 0 0 0 0 0 0 0 0 0 0 0- 0 ~
Base Vol 30 0 35 0 0 0 0 1045 45 30 800 0 lanes 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0
Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 I ~ ~
Initial Bse 30 0 35 0 0 0 0 1045 45 30 800 0 Volune Module
User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Base Vot 35 190 135 135 295 75 90 830 90 115 715 ~ 65
PNF Adj 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 11 00
PHF Volume 32 0 37 0 0 0 0 1112 48 32 851 0 Initial ese 35 140 135 135 245 75 90 830 90 115 715 65
Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 11 00
Final Vot 32 0 37 0 0 0 0 1112 48 32 851 0 PHF Adj 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 10 96 `
PNF Uolume 36 198 141 141 307 78 94 865 94 120 745 1 68
Adjusted Voll Module (I II I Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 I 0
Grade OX OX OX OY Reduced Vol 36 198 141 141 307 78 94 865 94 120 745 68 X Cycle/Cars xxxc xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
X Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Mlf Adj 1 05 1 05 1 05 1 OS 1 05 1 OS 1 00 1 05 1 05 1 00 1 05 1 OS
PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Finat Uol 38 208 148 148 323 82 94 908 98 120 782 ~ 71
'--------------II-..------------II..........---..
CYcl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx '
Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Saturation F ow Module ~ I
Adj Vol 35 0 41 0 0 0 0 1112 48 35 851 0 Sat/lane 1900 1900 1900 1900 1900 1900 1900 1900 1400 1900 1900 1400
~
~ ~"""""""""11 ~ Adjustment 0 71 0 71 0 71 0 61 0 61 0 61 0 92 0 96 0 46 0 92 0 96 ~0 46
Critical Gap Module Lanes 0 19 1 06 0 75 0 53 1 17 0 30 1 00 1 81 0 19 1 00 1 83 ~0 17
MoveUp Time 3 4 xxxx 2 6 xxxxx xxxx xxxxx xxxxx xxxx xcxxx 2 1 xxxx xxxxx Final Sat 261 1428 1016 619 1352 343 1752 3297 356 1752 3348 1 304 i
Criticel GP 4 0 xxxx 9 6 xxxxx xxxx xxxcx xxcxc xxxx xxxxx 5 5 xxxx xxxxx I
.......-----I---------------II---------......II...------------II'-----•--------I Capacity Ana.ysis Module ~
Cepacity Module Vol/Sat 0 15 0 15 U 15 0 24 0 24 0 24 0 05 0 28 0 28 0 07 0 23 10 23 ~
Cnflict Vol 2019 xxxc 580 xxxx xxxx xxxxx xxxx xxxx xxxxx 1160 xxxx xxxxx Crit Moves ; I
Potent Cap 283 xxxx 367 xxxx xxxx xxxxx xxxx xxxx xxxxx 409 xxxx xxxxx Green/Cycle 0 37 0 37 0 37 0 37 0 37 0 37 0 10 0 43 0 43 0 11 0 44 ~0 44 ,
Adj Cap 0 91 xxxu 1 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 00 xxxx xxxxx Volume/Cap 0 39 0 39 0 39 0 64 0 64 0 64 0 53 0 64 0 64 0 64 0 53 IO 53 '
Move Cap 259 xxxx 367 xxxx xxxx xxxxx xxxx xxxx xxxxx 409 xxxx xxxxx
Level Of Serlice Module _ IIII I ~
l e v e l o f S e r v i c e M o d u l e D e l a y/ V e h 15 0 15 0 15 0 17 8 17 8 17 8 30 1 15 1 15 1 32 6 13 7~13 7 !
Stopped Del 15 8 xxxx 10 9 xxxxx xxxx xxxcx xxxxx xxxx xxxxx 9 5 xxxx xxxxx User DelAdi 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~1 00 j
LoS by Move * * * * * * * * * B * * AdjDel/Veh 15 0 15 0 15 0 17 8 17 8 17 8 30 1 15 1 15 1 32 6 13 7 113 7 Movement LT - LTR - RT LT - LTR - RT LT • LTR - RT LT - LTR - RT Queue 1 4 3 4 8 2 3 20 2 4 16 1 2 6
Shared Cap xxxx 308 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Shrd StpDel xxxxx 15 1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ~
Shered LOS * C * * * * • * * * * * ~
ApproachDel 13 2 0 0 0 0 0 4 I
Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 Oowling Assoc Licensed to Kittelson, Portland, OR
i j
3
I ~S
$
ExST-PM.OUT 8-26-48 4:32p Page 5 of 10 W !
~
E%ST-PM CMD Wed Aug 26, 1498 16 33 50 Page 10•1 EXST•PM CMD Wed Aug 26, 1998 16 33 50 Page 10-2
•------•---....._..................:.--------------i------------........--~-----
KITTELSON & ASSOCIATES, INC PROJECT #1668-2 KITTELSON & ASSOCIATES, INC PROJECT #1668-2 I
HOME DEPOT PHASE 2 SPOKANE COUNTY, aASHINGTON HOME DEPOT PHASE 2 SPOKANE COUNTY WASHlNGTON
1998 EXiSTING WEEKDAY PM PEAK HOUR CONOITIONS 1998 EXISTING uEEKDAY PM PEAK NOUR CONDITIONS ~ i
Of Service Detatled Computation Report .Level Of .Service .Detailed Computation Report (Permitted .left .Turn .Sat •Adi) I
. . Level. . .
1994 HCM Operations Method 1994 HCM Operah ons Method (
Base Volume Alternative ease Volume Alternative
ttr**tr**rtt*tt*****tttrt****r~r******t**~*t****~**~**********r***rrrr*~***t**~* *t*t***~***#***r**t**~****r*~****~********ttt**********************t************
[ntersection #6 SPRAGUE/HAVANA lntersectian #6 SPRAGUE/HAVANA ,
*A*#**AA*A**#**#**tM#*i##1###*f***4**tt*ttf**#**it**t*ii**ff**tt*t#*t4*****tf**A *****ii**i*ti********#******~#********M*~*i***iiiit****i*****it*i*i*****AA***Mt# ~
Approach North Bound South Bound East Bound West Bound Approach North South East iVest ~
Movement L ___T R L- T- R L- T- R L- T- R Cycle Length, C 100 100 xxxxxx xxxxxx ~
- . Actual Green Time Per lane Grou G 36 30 36 30 xxxxnx xxxxxx
NCM Ops Adjulted lane Utilizaiion Module . . . Effective Green Time Per lane Group, g 37 30 37 30 xxxxxx zxxxxx ~
Lanes 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 Opposing Effective Green Time, go 37 30 37 30 xxxxxx xxxxxx
lane Group LTR LTR LTR LTR LTR LTR L RT RT L RT RT Number Of Opposing lanes, No 2 2 xxxxxx xxxxxx
#LnslnGrps 2 2_____2 2 2 2 1 2 2 1 2 2 Number Of lanes In lane Group, N 2 2 xxxxxx xxxxxx ,
•-----------I-------- I Adjusted Left-Turn FIoW Rate, Vlt 38 148 xxxxxx xxxxxx ~
HCM Ops lnput.Saturation AdjIModule II. Proportion of Left Turns in Lane Group, Plt 0 10 0 27 xxxxxx zxxxxx ~
lane Width 12 12 12 12 12 12 12 12 12 12 12 12 Proportion of left Turns in Opp Flow, Plto xxxxxx xxxxxx xxxxtx xxxxxx ~
X Hev Ueh 3 3 3 3 left Turns Per Cycle, LTC 1 06 4 11 xxxxxx xxxxxx ~
Grade OX OX OX OX Adjusted Opposing Flow Rete, Vo 553 344 xxxxxx xxxxxx i
Parking/Hr No No No No Opposing Flow Per lane Per Cycle, Volc T 68 5 47 xxxxxx zxxxxx
eus Stp/Nr 0 0 0 0 Opposing Platoon Ratio Rpo 1 00 1 00 xxxxxx xxxxxx i
Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > lost Time Per Phase, ti 3 00 3 00 xxxxxx xxxxxx E
Cnft Ped/Hr 0 0 0 0 Eff grn until arrival of left-turn car, gf 11 51 0 19 xxxxxx xxxxxx i
ExclusiveRT [nclude Include Include Include Oppostng 0ueue Ratio, qro 0 63 0 63 xxxxxx xxxxxx
% RT Prtct 0 I 0 II 0 II0I Eff grn blocked by opposing queue, gq 8 38 4 71 xxxxxx zxxxxx
- Eff grn While left turns filter thru, gu 25 79 32 59 xxxxxx xxxxxx
HCM Ops • f(rt, and f(lt) Ad~ ase Module Max opposing cars arrivtng during gq-gf, n xxxxxx xxxxxx xxxxxx xxxxxx
f(rt) Case 5 5 5 5 5 5 xxxx 5 5 xxxx 5 5 Proportion of Opposing Thru & RT cars, ptho xxxxxx xxxxxx xxxxxx xxxxxx f(lt) Case 5 5 5 5 S 5 1 xxxx xxxx 1 xxxx xxxx left•turn Saturation Factor, fs 0 53 0 63 xxxxxx xxxxxx ;
I II ProPortion of left Turns in Shared lane, Pl 0 31 0 67 xxxxxx zxxxxx ~
HCM Ops Saturation Adj Module Through-car Equivalents, elt 4 32 3 07 xxxxxx xxxxxx i
Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Single lane Through-car Equivalents, el2 xxxxxx xxxxxx xxxxxx xxxxxx
Hev Veh Adj 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 Minimum Left Turn Adjustment Factor, fmin 0 07 0 09 xxxxxx xxxxxx ,
Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Single lane left Turn Adjustment Factor, fm 0 65 0 37 xxxxxx xxxxxx
Parking Adj 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 left Turn Adjustment Factor, flt 0 78 0 64 xxxxxx xxxxxx
eus Stp Adj 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 ******t**********************************'********************************~'***** ;
Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
RT Adj 0 94 0 94 0 94 0 98 0 98 0 98 xxxx 0 99 0 49 xxxx 0 99 0 99 I I
LY Adj 0 78 0 78 0 78 0 64 0 64 0 64 0 95 xxxx xxxxx 0 95 xxxx xxxxx ~ I
HCM Sat Adj 0 71 0 71 0 71 0 61 0 61 0 61 0 92 0 96 0 96 0 92 0 96 0 96 ~
Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 +
MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ,
fnl Sat Adj 0 71 0 71 0 71 0 61 0 61 0 61 0 92 0 96 0 96 0 92 0 96 0 46
11 ' I
Delay Adjustment Factor Modu I" I"
Coordineted < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > SlgnalType < < < < < < < < < < < < < Actuated > > > > > > > > > > > > >
~
DeIAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ~
,t,r,r****,r,r,rrt*,r*,rrr,r**r,r*,r,r,r*,rt*,r*,r***,rt,r,t,t*****,r****,r,r**~~~,t,r*,r,r,rr,r,r,r,r*,rr*,r,r*~***,r ' I
t ~
i ~
~
i
Trafftx b 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR Trafftx 6 8 1511 (c) 1995 DoWltng Assoc licensed to Kittelson, Portland, OR
~
~
~
~S
EXST-PM.OUT 8-26-98 4:32p Page 6 of 10 i
I
E%ST-PM CMD Ned Aug 26, 1998 16 33 50 Page 11-1 EXST-PM CMD Wed Aug 26, 1998 16 33 50 Page 12-1 ~
KITTELSON & ASSOCIATES, INC PROJECT #1668-2 KITTEL50N & ASSOCIATES, INC PROJECT #1668-2 '
HOME DEPOT PHASE 2- SPOKANE COUNTY, 1JASHINGTON HOME DEPOT PHASE 2- SPOKANE COllNTY, aASHINGTON i ~
1998 EXISTING IJEEKDAY PM PEAK HOUR CONDITIONS 1998 EXISTING WEEKDAY PM PEAK HOUR CONDITIONS ~
Level Of Service Computation Report Level Of Service Computation Report ~
1994 NCM Unsignalized Method (Base Volume Alternative) 1994 HCM Unsignalized Method (Base Volume Alternative) ,r*,►,r,r**,r**ft**,r,r**r**,r*,r***#,r,r*,rr,r,►*+r*t*,r*,r,r,r,rr►*~**,~**~****t*rrr****t,r,r,r***t~*** **,r*,r,t,t,r**,rrr,r*****,►s,►,rt*,r,r,r**,r,r**,r,r,r,r,r,r*,r*,rtt,r,r,r*,r,r,r*,t*,r,t,r*,t,tr*~t,t*,t*****i~,r,r,r,rt ~
Intersection #13 FANCHER/NORTH ACCESS Intersectton #21 FANCHER/SOUTH ACCESS ~
t*********rnr*,t*rr*,r,rrr*,r**t**,t***rt,►*~*r+r~t+r***,r*,rr,r,r*~r*r,t,t,t,r,t,r*,t+t,t,r,r**.rtt,tt,r,r,r*,tte ,r,r*,r,r,r,r,r*,r*,rr,►,►,r~*•trtr,t*tr******,t,r,r,rt*t,e*,r,rr,rrr.r•,rt**~~,r***,t,t**+~rr***,ttrr***,r,t,r,►tr
Average Delay (sec/veh) 1 5 Worst Case level Of Service C Average Delay (sec/veh) 0 5 Norst Case level Of Service ; B,r**vr**r•+trr•+r,r*,r*,r,r,t,t****,t,t**,r,r,r*rr,rs,rr.,t~•r•*,r,t*,tt•,t,ttrtnt,r,r,t**r*s,r,r,r,r,rr,►,►••**tr,r **r***,t*,ttnr**,tt,t,t**trtr*rr*r,r,r**t*rtrtr*~****,t*,t,t,t,t*~r~r*tt***t*rr,r*,r**,r,r,r,►,t,r~,►r*,r,►
Approach North Bound South 8ound Eest Bound West Bound Approach North eound South Bound East eound West Bound
Movement L- T- R l- T- R L- T- R L- T- R Movement L- T- R L- T- R L- T- R l- T'- R
I -
Control I Uncontrolled II. Uncontrolled II Stop Sign _II Stop Sign -I Control I Uncontrolled - II Uncontrolled - II•Stop Sign -II Stop Sign
Rights lnclude Include Include Include Rights Include lnclude lnclude Include ~
lanes 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 Lanes 0 0 2 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0
------------I---------------II-......--------~I--------------- ~ ---•-------....II........--~----~
Volume Module Volume Module
Base Vol 95 315 0 0 635 55 55 0 50 0 0 0 Base VoL 0 400 0 0 680 5 0 0 70 0 0 i 0 ~
Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Growth Adi 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~1 00 ~
Initial Bse 95 315 0 0 635 55 55 0 50 0 0 0 Initial ese 0 400 0 0 680 5 0 0 70 0 00
User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 11 00
PHFAdj 08b086 086 086086 086 086086 086 08608b 086 PNFAdj 087087 087 087087 087 087087 087 08T0871087
PHF Volume 110 366 0 0 738 64 64 0 58 0 0 0 PNF Uolume 0 460 0 0 782 6 0 0 80 0 0- 0
Reduct VoL 0 0 0 0 0 0 0 0 0 0 0 0 Reduct VoL 0 0 0 0 0 0 0 0 0 0 0I 0
Final VoL 110 366 0 0 738 64 64 0 58 0 0 0 Final VoL 0 460 0 0 782 6 0 0 80 0 01 0
I---------------~I---------------I~----...--------II-------....__..I I----...--------II----...----....II-------•----•--I~-----.....i...-~
Adjusted Volume Module Adjusted Volume Module
Grade OX OX 0% OX Grade 0% OX OX OX
X Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Cycle/Cers xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
% Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 31 10
Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Cer PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxcx xxxx Trck/Cmb PCE xxxx xxxx xxxx xtxx xxxx xxxx xxxx xxxx
Adj VoL 122 366 0 0 738 64 70 0 64 0 0 0 adj VoL 0 460 0 a 782 6 a 0 89 0 0~ o
I I.............- ~ I ( ~ ~
Critical Gap Module Critical Gap Module
MoveUp Time 2 1 xxxx xxxxx xxxxx xxxx xxxxx 3 4 xxxx 2 6 xxxxx xxxx xxxxx MoveUp Time xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2 6 xxxxx xxxx xxxxx
Critical GP 5 5 xxxx xxxxx xxxxx xxxx xxxxx 4 0 xxxx 9 6 xxxxx xxxx xxxxx Critical Gp xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 4 b xxxxx xxxx xxxxx
-----.......I---------------II.......--------I~•----.._..-----~I--------•---...I I.....----•-----II...........----I~'....----------I~----------
Capacity Module Capacity Module
Cnflict VoL 802 xxxx xxxxx xxxx xxxx xxcxx 1247 xxxx 401 xxxx xxxx xxxxx Cnflict VoL xxxx xxxx xxxxx xxxt xxcx xxxxx xxxx xxxx 394 xxxx xxxx xxxxx
Potent Cep 636 xxxx xxxxx xxxx xxxx xxxxx 469 xxxx 552 xxxx xxxx xxxxx Potent Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 562 xxxx xxxx xxxxx
Adj Cap 1 00 xxxx xxxxx xxxx xxxx xxxxx 0 81 xxxx 1 00 xxxx xxxx xxxxx Adj Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1 00 xxxx xxxx xxxxx '
Move_Cap.__ ~ _636_xxxx _ xxxxx "xxxx xxxx xxxxx 379 xxxx 552 xxxx xxxx xxxxx Move Cap xxxx xxxxxxxxx xxxx xxxx xxxxx xxxx xxxx 562 xxxx xxxx xxxxx
= ~
I .
I ~
Level Of Service Module level Of Service Module I
Stopped Del 6 9 xxxx xxxxx xxxxx xxxx xxxxx 11 4 xxxx 7 3 xx~cxx xxxx xxxxx Stopped Del xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 7 5 xxxxx xxxx xxxxx
LOS by Move B * * * * * C * B * * * LOS by Move * * * * * * * * B * * I * !
Movement LT - LTR - RT LT • LTR - RT LT - LTR - RT LT - LTR - RT Movement LT - LTR - RT LT - LTR - RT LT • LTR • RT lT • LTR - RT ~
Shared Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Shrd StpDel xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxn xxxxx Shrd StpDel xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ~
Shered LOS * * * * * * * * * * * * Shered lOS * * * * * * * * * * i *
ApproachDel 1 7 0 0 9 4 0 0 ApproachDel 0 0 0 0 7 5 0 0; ;
~ s
Traffix 6 8 1511 (c) 1495 Dowling Assoc licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 DoWling Assoc Licensed to Kittelson, Portland, OR ~
1 ~
i
~S
I '
p(ST-Pil OIJT 8-26-98 4:32p Page 7 of 10 ;
I
EXST-PM CMD wed Aug 26, 1998 16 33 50 Page 13-1 EXST-PM CMD Wed Au 26, 1998 16 33 50 Pa e 14-1 -----------------------9---------------..............------9 ~
i
KItTELSON & ASSOCIATES, INC . PROJECT #1668-2 KITTEISON & ASSOCIATES, INC PROJECT #1668-2 !
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, uASHINGTON ~
1998 EXISTING WEEKDAY PM PEAK HOUR CONDlTIONS 1998 EXISTING WEEKDAY PM PEAK HOUR CONDITIONS
level Of ServiceComputation Report . level Of .Service Detailed Computation .Report . • j
. . . . . . . .
1994 HCM Operations Method (Base Volume Alternative) 1994 HCM Operations Method ~
****•**r*********************t******~*•********•***~~*r~**************~*~******* Base Volume Alternative
Intersection #22 SPRAGUE/DOLLAR ***r*r*****rrr*******r**~#~~*A ***r**r*«***r**********►s**~~**t*****+~~**rr~***** ~
t***********t***********r****~*~~r~#f***********~**~*tt******f~r***t**tr**r*r*~* Intersection #22 SPRAGUE/DOLLAR
Cycle (sec) 100 Critlcal Vol /Cap (X) 0 627 ~**r**********************rr*••t*~**************~*****r*r*****t**~**«rs*****r*** ~
Loss Time (sec) 9(Y+R = 4 sec) Average Delay (sec/veh) 7 S Approach North Bound South Bound East Bound West Bound I
Optimal Cycle 43 Level Of Service B Movement____ L- T- R l- T- R L- T- R L- T- R
~***r**************************r~*********,r~*~*x•*,r~***#*#***rr*t*****rr##tt**** 11
Approach North Bound South eound East Bound West Bound HCM Ops Adjusted Lane Utiliza ton Module '
Movement L- T- R L- T- R L- T- R L- T- R Lanes 1 0 0 1 0 0 0 11 0 0 1 0 2 1 0 1 0 2 1 0
...............II--------------- II--------------- ~ Lane Group L RT RT LTR LTR LTR L RT RT L RT RT
Control Permitted Permitted Protected Protected #LnsinGrps 1 1 1 1 1 1 1 3 3 1 3 3
~ ~
Rights Include [nclude Include Include ------------I --------------1I
Min Green 0 0 0 0 0 0 4 0 0 4 0 0 HCM Ops input Saturation Adj hlodule
lanes 1 0 0 1 0 0 0 t 0 0 1 0 2 1 0 1 0 2 1 0 lane Width 12 12 12 12 12 12 12 12 12 12 12 12
--------I X Hev Ueh 3 3 3 3 I
Volune Module Grade OX OR OX 0% 1
Base Vol 190 10 70 15 5 15 10 2030 15 35 1665 2 Parking/Hr No No No No P
GroWth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Bus Stp/Hr 0 0 0 0
ImtlalBse 190 10 70 15 5 15 102030 15 351665 2 AreaType <<<<<<<<<<<<<<<Other > > > > > > > > > > > > > > >
User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Cnft Ped/Hr 0 0 0 0 j
PHF Adj 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 0 96 ExctusiveRT include Include Include Include
I
PHF Volume 198 10 73 16 5 16 10 2115 16 36 1734 2 % RT Prtct 0 I ' 0 '"""'""""II 0 0
Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 •••••---•---I---------------
Reduced Vol 198 10 73 16 5 16 10 2115 16 36 1734 2 NCM Ops f(rt) and f(lt) Adj ase Module ~
PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 f(rt) Case xxxx 5 5 7 7 7 xxxx 5 5 xxxx 5 S ~
MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 f0t) Case 2 xxxx xxxx 5 5 5 1 xxxx xxxx 1 xxxx xxxx ;
Final Vol 198 10 73 16 5 16 10 2326 17 36 1908 2 - 11
I~-------...-----I~-----•-------- II--------------
HCM Ops Saturatian Adj Module (
Saturation f ow Module ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
Sat/lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Hev Veh Adj 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 i
Adjustrrent 0 83 0 84 0 84 0 73 0 73 0 73 0 92 0 97 0 97 0 92 0 97 0 97 Grede Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
lanes 1 00 0 12 0 88 0 43 0 14 0 43 1 00 2 98 0 02 1 00 2 49 0 01 Parking Adj xxxx 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00
Final Sat 1568 193 1411 596 186 596 1752 5494 40 1752 5528 6 eus Stp Adj xxxx 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00
Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
II II ~
Capacity Ana ysis Module RT Adj xxxx 0 87 0 87 0 84 0 84 0 84 xxxx 1 00 1 00 xxxx 1 00 1 00 ~
Vol/Sat 0 13 0 OS 0 05 0 03 0 03 0 03 0 01 0 42 0 42 0 02 0 35 0 35 LT Adj 0 85 xxxx xxxxx 0 89 0 89 0 89 0 95 xxxx xxxxx 0 95 xxxx xxxxx Crit Moves HCM Sat Adj 0 83 0 84 0 84 0 73 0 73 0 73 0 92 0 97 0 97 0 92 0 97 0 97 1
Green/Cycle 0 20 0 20 0 20 0 20 0 20 0 20 0 04 0 67 0 67 0 04 0 67 0 67 Usr Sat Adi 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
Volume/Cap 0 63 0 26 0 26 0 13 0 13 0 13 0 14 0 63 0 63 0 51 0 52 0 52 MlF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
------I " Fnl Sat Adi 0 83 0 84 0 84 0 73 0 73 0 73 0 92 0 97 0 97 D 92 0 97 0 97
Level Of Service Module ------------I I ---............II--------------- II-.......-------~
Delay/Veh 26 S 21 9 21 9 21 3 21 3 21 3 30 0 6 3 6 3 35 3 5 5 5 5 Delay Adjustment Factor Modu e
'
UserDelAdj 1001 00 100 100100 100 100100 100 100100 100 Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > >
~
AdjDel/Veh 265219 219 213213 213 300 63 63 353 55 55 SignalType < < < < < < < < < < < < < Actuated > > > > > > > > > > > > >
Queue 5 0 2 0 0 0 0 37 1 1 27 0 DeIAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ~
ta~~**~~***~,rr,r,r*r,r**,r***t****,►,►•~*rr,r,r«r*,r*,r*r.**•*,r*****************,r*,r.,►f,~*,r,r ,r,r*+r*•~**,►***,r,r,r*,r***~,r*+************r,e*,r,r,r,r,r,r*,r*,r**r**,r,r**,t*,r,►************t***
I
1
~
Traffix 6 8 1511 (c) 1495 Dowling Assoc licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR ~
IS
I$
13i
E%ST-PM.OUT 8-26-98 4•32p Page 8 of 10
EXST-PM CMD wed Aug 26, 1998 16 33 50 Page 14-2 EXST-PM CMD Wed Aug 26, 1998 16 33 50 Page 15-1 ~
~
K1TTElSON & ASSOCIATES, INC PROJECI #1668-2 KITTELSON & ASSOCIATES, INC PROJECT #1668-2 ~
HOME DEPOT PNASE 2- SPOKANE COUNTY, WASN[NGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1998 EXISTING WEEKDAY PM PEAK HOUR CONDIT[ONS 1998 EXISTING WEEKDAY PM PEAK HOUR CONDITIONS
Level Of Service Detailed Computation Report (Permitted Left Turn Sat Adj) Level Of Service Computation Report
1994 NCM Operations Method 1994 HCM Operah ons Method (ease Volume Alternative)
ease Volune Alternative •******•*********•~.~********t***********~***********~*******r*~*******.**~*~*** ,
t*******************************~*****t***************************************** Intersection #28 FANCHER/BROADWAY ~
Intersection #22 SPRAGUE/DOLLAR •*****~***********~**********************r*r****r*t**r*********~~******t*#****r* ~
******r*r****r~***«#*a*r***rrrr*tt*t*r~*****#t*****tt********r***+************** Cycle (sec) 120 CPttltal Vol /Cap (X) 0 613 ~
Approach North South East West loss Time (sec) 12 (Y+R = 4 sec) Average Delay (sec/veh) 26 6 f
Cycle Length, C 100 100 xxxxxx xxxxxx Optimal Cycle 51 level Of Service D 4
Actual Green Time Per lane Group, G 19 00 19 00 xxxxxx xxxxxx '
Effective Green Time Per Lane Group, g 20 00 20 00 xxxxxx xxxxxx Approach North 8ound South Bound East 8ound uest Bound ~
Opposing Effective Green Time, go 20 00 20 00 xxxxxx xxxxxx Movement L- T- R L- T- R L- T- R L- T- R ~
Number Of Opposing lanes, No 1 1 xxxxxx xxxxxx ------------I " " " " " " " " " " " " ~
Number Of Lanes ln Lane Group, N 1 1 xxxxxx xxxxxx Cantrol Protected Protected Split Phase Split Phase i
Adjusted left-Turn Flow Rate, Vlt 198 16 xxxxxx xxxxxx Rights Include Include Include lnclude
Proportion of left Turns in lane Group, Plt 1 00 0 43 xxxxxx xxxxxx Min Green 0 0 0 0 0 0 0 0 0 0 0 0 ~
Proportion of left Turns in Opp flow, Plto 1 00 xxxxxx xxxxxx xxxxxx Lanes 1 0 1 1 0 1 0 1 1 0 0 1 1 0 1 0 1 0 1 0
Left Turns Per CYcle, LTC 5 50 0 44 xxxxxx xxxxxx I - ~
Adjusted Opposing Flow Rate, Vo 37 83 xxxxxx xxxxxx Volume Module Opposing Flow Per Lane Per Cycle, Volc 1 03 2 31 xxxxxx xxxxxx Base Vol 75 345 65 190 470 120 80 405 150 80 285 125 ~
Opposing Platoon Ratio, Rpo 1 00 1 00 xxxxxx xxxxxx GroWth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
lost Time Per Phase, tl 3 00 3 00 xxxxxx xxxxxx Im tial Bse 75 345 65 190 470 120 80 405 150 80 285 125
Eff grn until arrival of left-turn car, gf 0 00 8 34 xxxxxx xxcxcx User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 i
Opposing Queue Ratto, qro 0 80 0 80 xxxxxx xxxxxx PHF Adj 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 93 0 93 ~
Eff grn blocked by opposing queue, gq 0 98 0 87 xxxxxn xxxxxx PHF Volume 81 371 70 204 505 129 86 435 161 86 306 134 ;
Eff grn while left turns filter thru, gu 19 02 11 67 xxxxxx xxxxxx Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 ;
Max opposing cars arriving during gq-gf, n 0 49 xxxxxx xxxxxx xxxxxx Reduced Vol 81 371 70 204 505 129 86 435 161 86 306 134 ~
Proportion of Opposing Thru & RT cars, ptho 0 00 xxxxxx xxxxxx xxxxxx PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
left-turn Saturation Factor, fs xxxxxx 0 82 xxxxxx xxxxxx MLF Adj 1 00 1 OS 1 05 1 00 1 OS 1 OS 1 OS 1 05 1 00 1 OS 1 OS 1 05 ,
Proportion of Left Turns in Shared Lane, pl 1 00 0 43 xxxxxx xxxxxx Final Vol 81 340 73 204 531 135 90 457 161 90 322 141 ~
Through-car Equivalents, el1 1 19 1 53 xxxxxx xxxxxx " " " " " " " " I
Single lane Through-car Equivalents, el2 1 00 xxxxxx xxxxxx xxxxxx Saturation F oW Module ;
Minimum left Turn Adjustment Factor, fmin 0 20 0 14 xxxxxx xxxxxx Sat/lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ~
Single lane Left Turn Adjustment Fector, fm 0 85 0 89 xxxxxc xxxxxx Adjustment 0 92 0 95 0 95 0 92 0 94 0 94 0 96 0 96 0 83 0 92 0 92 0 92 ~
left Turn Adjustment Factor, flt 0 85 0 89 xxxxxx xxxxxx lanes 1 00 1 68 0 32 1 00 1 59 0 41 0 33 1 67 1 00 0 33 1 16 0 51
***********************************************~**~*****************t*********** Final Sat 1752 3045 570 1752 2853 725 601 3051 1568 571 2042 894 ~
II---------------
Capactty Ana.ysis Module
Vol/Sat 0 OS 0 13 0 13 0 12 0 19 0 19 0 15 0 15 0 10 0 16 0 16 0 16
Cn t MoveS
Green/Cycle 0 OB 0 21 0 21 0 19 0 32 0 32 0 24 0 24 0 24 0 26 0 26 0 26
Volume/Cap 0 56 0 61 0 61 0 61 0 58 0 58 0 61 0 61 0 42 0 61 0 61 0 61 `
I i
level Of Service Module ~
Delay/Veh 38 8 28 9 28 9 31 2 22 6 22 6 26 9 26 9 25 1 26 3 26 3 26 3 ~
User DetAdi 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
AdjDe UVeh 38 8 28 9 28 9 31 2 22 6 22 6 26 9 26 9 25 1 26 3 26 3 26 3 !
Oueue 3 12 2 7 15 4 3 14 5 3 10 4
*r****~**~**********,r****,r,r,r,r*,r*,r,r******•***#*,►t*,r**,r*,r,r******~ ~ *,e#*f,r*,r,r,rr•**
~
i
!
Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 Dowling Assoc Licensed to Kittelson, Portland, OR ~
is
i~
EXST-PM.OUT 5-26-98 4:32p Page 9 of 10
EXST-PM CMD Wed Aug 26, 1998 16 33 50 Page 16-1 j
~
KITTELSON & ASSOCIATES, INC PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON ,
1998 EXISTING WEEKDAY PM PEAK HOUR CONOITIONS '
'
Level Of Service Deteiled Computation Report
1994 HCM Operations Method
Base Volume Alternative ~
,t***+,r,r****,t,r,r,►***,t,r,t*,t*,t*rtr***,t**r,trr*,t*,r**,w*r•r#*r,t***t*,t**,t,t*,t*,tr,t,Mrdr,t,r,t,t,t,k*ir I
Intersection #28 FANCHER/BROAD4IAY ~
t,►,r,r,r*,r*,t,t,r,r,e*,r,r*r,r***~,w,►*,r,r,r,►*,r,r,rr,r,rr,rr,r,r,r,►+nttnt*,tt,►,t,t,t,ttrt+t*,t,trt**tr*tnt~:,t,ttrt,ttr*,t* ~
Approach North eound South Bound East Bound uest Bound ~
Movement L- T- R L- T- R L- T- R L- T- R ~
I I -•-------......II---- •---------II----._...------I
HCM Ops Adjusted Lane Utiliza:ion Modute Lanes 1 0 1 1 0 1 0 1 1 0 0 1 1 0 1 0 1 0 1 0 I
Lane Group L RT RT L RT RT LT LT R LTR lTR LTR
#LnsInGrps 1 2 2 1 2 2 2 2 1 2 2 2 ~
---------------~I - ~
-le
HCM Ops lnpu- Saturation Adj Modu -
lane Wtdth 12 12 12 12 12 12 12 12 12 12 12 12 ~
Y Hev Veh 3 3 3 3
Grade OX 096 OX 0%
Parking/Nr No No No No ~
Bus Stp/Hr 0 0 0 0 ~
APeaType <<<<<<<<<<<<<<<Other>>>>>>>>>>>>>>> j
Cnft Ped/Hr 0 0 0 0 ~
i
ExclustveRT incLude incLude incLude incLude
X RT Prtct 0 0 0 0 ,
---------•--J-II----......-----I~--------------- ~
HCM Ops f(rt, and f(lt) Ad Case Module
f(rt) Case xxxx 5 5 xxxx 5 5 xxxx xxxx 2 5 5 5 ~
f(lt>Case 1xxxxxxxx 1 xxxx xxxx 4 4 xxxx 4 4 4
_ I--------------- 11
HCM Ops Saturation Adj Module
ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
Nev Veh Adj 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97
Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
Parking Adj xcxx 1 00 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 1 00 1 00 1 00 E
Bus Stp Adj xxxc 1 00 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 1 00 1 00 1 00
Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
RT Adj xxxx 0 48 0 98 xxxx 0 97 0 97 xxxx xxxx 0 85 0 96 0 96 0 96
lr adj 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 49 0 99 xxxxx 0 99 0 99 0 99 ~
NCMSatAdj 092095 095 092094 094 096046 083 092092 092 ~
Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
FnlSatAdj 092095 095 092094 094 096096 083 092092 092 I I 11 .....----------11 Delay Adjustment Factor Modu e
Coordinated <<<<<<<<<<<<<<<Nc > > > > > > > > > > > > > > > >
SlgnalType < < < < < < < < < < < < < Actuated > > > > > > > > > > > > >
DeIAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 SS
,r,r*,r,r*•,r**,r,t,t**,r**~r*,r******+rr,tt,r,r,r,rrr*,t*,t*,►**rtt*r~r,rr*r,r,r,r,r*,r*r,e**r,tt**t,r,r*,r,r,r,r ~
I
Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR ~
S
~
a
~
EXST-PM.OUT 8-26-98 4•32p Page 10 of 10
EXST-WK CMD Wed Aug 26, 1998 16 34 Ob Page 1-1 EXST-WIC CMD Wed Aug 26, 1998 16 34 Ob Page 1-2 '
!
KITTELSON 8 ASSOCIATES, INC PROJECT #1668-2 KITTELSON 8 ASSOCIATES, 1NC PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASNINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, NASHINGTON i
1998 EXISTING WEEKEND NOON PEAK NOUR CONDITIONS 1998 EXISTING WEEKEND NOON PEAK NOUR CONDITIONS
Turm ng Movement Report Volume Northbound Southbound Eastbound Westbound Total j
Type Left Thru Right Left Thru Right left Thru Right left Thru Right Volume I
Volume Northbound Sauthbound Eastbound uestbound Total '
Type left Thru Right Left Thru Right Left Thru Right left Thru Right Uolune #28 FANCHER/BROADWAY
Base 45 155 60 65 165 65 30 75 20 65 175 35 955
#1 SPRAGUE/FANCHER Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Base 5 10 25 160 110 150 150 760 40 50 675 240 2375 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 E
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 E
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 #2 SPRAGUE/H01JE ~
Base 5 0 20 0 0 0 0 930 20 5 810 0 1790 '
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 `
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 E
#3 SPRAGUE/MCKINNON '
ease 15 0 SO 0 0 0 0 875 25 35 770 0 1770 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 ~
Totel 0 0 0 0 0 0 0 0 0 0 0 0 0 f
#4 SPRAGUE/EAGLE ACCESS ~
Base 55 10 70 2 10 60 55 760 110 30 685 20 1887 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 ~
Total 0 0 0 0 0 0 0 0 0 0 0 0 0
#5 SPRAGUE/CARNAHAN I
Base 35 0 45 0 0 0 0 900 55 25 775 0 1835 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 '
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 #6 SPRAGUE/HAVANA ~
8ase 70 155 125 75 125 75 65 700 SO 95 620 75 2230
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 i
#13 FANCNER/NORTH ACCESS '
Base 230 165 0 0 230 75 60 0 90 0 0 0 850 ,
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 ,
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 '
#21 FANCHER/SOUTH ACCESS ~
ease 0 395 0 0 320 2 0 0 145 0 0 0 862
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 ~
#22 SPRAGUE/DOLLAR ~
Bese 180 2 35 10 10 15 15 1155 20 30 1135 2 2609 '
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 ;
Tota l 0 0 0 0 0 0 0 0 0 0 0 0 0
i
~
i
Traffix 6 8 1511 (c) 1995 DoWting Assoc licensed to Kittelson, Portland, OR Treffix 6 8 1511 (c) 1995 Dowling Assoc ltcensed to Kittelsan, Portland, OR
S
i~
;
EXST-YIC.OUT 8-26-98 4:32p Page 1 of 10
EXST-WK CMD Wed Aug 26, 1998 16 34 07 Page 2-1 EXST-WK CMD Ned Aug 26, 1998 16 34 07 Page 3-1 ~
!
KITTELSON 8 ASSOCIATES, INC PROJECT #1668-2 KITTELSON & ASSOCIATES, INC PROJECT #1668-2 ~
HOME OEPOT PHASE 2- SPOKANE COUNTY, WASH[NGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON i
1998 EXISTING 41EEKEND NOON PEAK HOUR CONDITIONS 1998 EXISTING WEEKEND NOON PEAK NDUR CONDtTlONS ~
Impact Ahelysis Report level Of Service Camputation Report ~
Level Of Service 1994 HCM Operations Method (Base Volume Alternative) ~
***t,r*a~,tt***,r,r*,r,r,r****,r,r,r****,r*a,tr*#*****,r,r*,r*****,r,r*,r,~ * ~ ****~~,t,r****,r,r,r,r**,r•*#
Intersection Base Future Change Intersection #1 SPRAGUE/FANCNER ~
Del/ V/ Del/ V/ 1I1 ,r***,r,r*,rrr*,r****~~~**~~***,w*****,►,rr~r***~***r*******r***,t*i**,ta,r,r~,w*****,t,t,►*rr~,r,►
loS Veh C lOS Veh C Cycle (sec) 120 Critical Vol /Cap (X) 0 445
# 1 SPRAGUE/FANCHER C 16 8 0 445 C 16 8 0 445 + 0 000 D/V Loss Time (sec) 12 (Y+R = 4 sec) Averege Delay (sec/veh) 16 8
Oph mal Cycle 38 Level Of Service C
# 2 SPRAGUE/HOWE C 0 2 0 000 C 0 2 0 000 + 0 000 V/C ********************t'"********************************'******''******************
Approach North Bound South Bound East Bound uest Bound
# 3 SPRAGUE/MCKINNON C 0 7 0 000 C 0 7 0 000 + 0 000 V/C Movement L- T- R L- T- R L- T- R L- T- R
------------I ...............11 II---------------I # 4 SPRAGUE/EAGLE ACCESS D 2 0 0 000 D 2 0 0 000 + 0 000 V/C Cantrol Protected Protected Protected Protected ~
Rights Include lnclude lnclude lgnore ~
# 5 SPRAGUE/CARNANAN C 0 8 0 000 C 0 8 0 000 + 0 000 V/C Min Green 4 0 0 0 0 0 0 0 0 0 0 0 ~
lanes 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 !
# 6 SPRAGUE/HAVANA B 14 0 0 469 B 14 0 0 469 + 0 000 D/V 11 ~ ~
Uolume Module ~
# 13 FANCHER/NORTN ACCESS B 2 3 0 000 8 2 3 0 000 + 0 000 V/C Base Uol 5 10 25 160 110 150 150 760 40 50 675 240
Grauth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 0 00
# 21 FANCHER/SOUTH ACCESS B 0 9 U 000 8 0 9 0 000 + 0 000 V/C Jnitial Bse 5 10 25 160 110 150 150 760 40 50 675 0
User Adj 1 00 1 00 1 00 1 00 1 00 1 QO 1 00 1 00 1 00 1 00 1 00 0 00 '
# 22 SPRAGUE/DOILAR B 9 0 0.401 8 9 0 0 401 + 0 000 D/V PHF Adj 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 44 0 00 ~
PHF Uoltme 5 11 27 170 117 160 160 809 43 53 718 0 ~
# 28 FANCHER/BROADWAY C 22 6 0 288 C 22 6 0 288 + 0 000 0/V Reduct Vot 0 0 0 0 0 0 0 0 0 0 0 0 ~
Reduced Vot 5 11 27 170 117 160 160 809 43 53 718 0 I
PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 0 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 05 1 05 1 00 1 OS 0 00 ;
Final Vot 5 11 27 170 117 160 160 849 45 53 754 0 E
---------------~I---------------I~---...---------I~-----...---....I ~
Saturation f oW Module Sat/lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ;
Adjustment 0 92 0 97 0 83 0 92 0 97 0 83 0 92 0 96 0 96 0 92 0 97 1 00 ~
Lanes 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 90 0 10 1 00 2 00 1 00 ,
Final Sat 1752 1645 1566 1752 1845 1566 1752 3469 184 1752 3689 1900 i
~I---------------------------...
) I
Capacity Ana ysis Module
Vol/Sat 0 00 0 01 0 02 0 10 0 06 0 10 0 09 0 24 0 24 0 03 0 20 0 00 CP)t MOVes **t* I
Green/Cycle 0 03 0 04 0 04 0 22 0 22 0 22 0 20 0 57 0 57 0 07 0 45 0 00
Voltane/Cap 0 09 0 15 0 45 0 45 0 29 0 46 0 46 0 43 0 43 0 43 0 46 0 00
~ i
Level Of Service Module
Delay/Veh 36 3 36 1 38 9 26 9 25 1 26 5 28 1 9 4 9 4 36 0 15 1 0 0 ,
User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ,
AdjDel/Veh 36 3 36 1 38 9 26 9 25 1 26 S 28 1 9 4 9 4 36 0 15 1 0 0 ~
Queue 0 0 1 S 3 5 5 16 1 2 18 0,t,tr~•~~**,t,►r*,tr,r•,r,r,r,r,r,r•r*,r,r*~~*****t~***********~t*~r~****•,r.~..rr~***t,r~r.,r,r,r* ~
i
~
i
~
Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portlar►d, OR Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR ~
~
i$
i~
i~
EXST-WIC.OUT 8•26-48 4:32p Page 2 of 10
EXST_NK_CMD________________Wed_Aug_26__1998_16.34.07_________._______Page_4:1.__ EXST_NK CMD__ _..______.__Wed.Aug.26:.1998_16.34.07.... ...._.Page.5:1 ~
KITTELSON & ASSOCIATES, INC PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC PROJECT #1668-2 ~
HOME DEPOT PNASE 2- SPOKANE COUNTY, WASNINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON i
1998 EXISTING WEEKEND NOON PEAK NOUR CONDITIONS 1998 EXISTING WEEKEND NOON PEAK HOUR CONDITIONS i
level Of Service Detatled Computatton Report level Of Service Computah an Report
1994 HCM Operetions Method 1994 HCM Unsignalized Method (Base Uolume Alternative) !
Base Volume Alternattve •••tr*~********#*****r******r***********~tt*******~**rttr~****tt**********rrrr**
*~trtrr******r************t*********************~**r***rr~********,~e********~**t Intersection #2 SPRAGUE/NOWE
******t*#Mt***t*************#*A**###***tA*********i*#*****ii*t~********#*******i i
Intersection #1 SPRAGUE/FANCHER
***************~********************t**************~**************************** Averege Delay (sec/veh) 0 2 Warst Case Level Of Service C'
Approach North Bound South Bound Eest Bound West Bound ***************************~t**************************'~*~***********~*~***"*** ~
Movement L:..T _ - R L• T- R L• T- R L- T- R Approach North Bound South Bound East Bound West Bound ;
I ----..I1 II..........-----~I----...---...__I Movement L- T- R L- T- R L- T- R L- T- R ~
HCM Ops Adjusted Lane Utiliza ion Module -----------.I ......P --9---•'----.p ..9....---------------
lanes 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 Control Sto Si n Sto Si n Uncontrolled Uncontrolled ;
lane Group L T R L T R L RT RT L T R Rights Include Include Include Include
#lnsInGrps 1 1 1 1 1 1 1 2 2 1 2 1 lanes 0 0 11 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
'----•---------I~--------------- ~ I---------------
HCM Ops Inpu Saturation Adj odule Uolume Module
lane Width 12 12 12 12 12 12 12 12 12 12 12 12 8ase Vol 5 0 20 0 0 0 0 930 20 5 810 0 `
X Hev Veh 3 3 3 3 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
Grade OX OX OX 0% Im tial Bse 5 0 20 0 0 0 0 930 20 5 810 0
Parking/Hr No No No No User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
Bus Stp/Hr 0 0 0 0 PHF Adj 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 0 94 i
AreaType <<<<<<<<<<<<<<<Other>>>>>>>>>>>>>>> PHFVolume 5 0 21 0 0 0 0 989 21 S 862 0
Cnft Ped/Hr 0 0 0 0 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0
ExclusiveRT Include lnclude Include Include Final Vol 5 0 21 0 0 0 0 989 21 5 862 0 ~
X RT Prtct 0 0 0 0 I--------------- II-----•---------~
-------I Adjusted Volume Module '
HCM Ops f(rt. and f(lt) Ad~ Clse Module. .•••II'""'+" " II"" -I Grade OX OY OX OX P
f(rt) Case xxxx xxxx 2 xxxx xxxx 2 xxxx 5 5 xxxx xxxx xxxx % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
f(lt} Case 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx X Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ;
_ I . "11 ~ ~ PCE Adi 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00
HCM Ops Seturation Adj Module Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ~
ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 06 1 00 1 00 1 00 1 00 1 00 xxxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ,
Hev Veh Adj 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 xxxxx Adj Vol 6 0 23 0 0 0 0 489 21 6 862 0
Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxxx
~
Parking Adj xxxx xxxx 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 xxxx xxxx xxxxx Critical Gep Module '
eus Stp Adj xxxx xxxx 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 xxxx xxxx xxxxx MoveUp Time 3 4 xxxx 2 b xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 1 xxxx xxxxx
Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxxx Critical Gp 4 4 xxxx 11 4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 5 xxxx xxxxx
RT Adj xxxx xxxx 0 85 xxxx xxxx 0 85 xxxx 0 99 0 99 xxxx xxxx xxxxx 11 """""""'""'"""'11 "
LT Adj 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 45 xxxx xxxxx Capacity Module ~
HCM Sat Adj 0 92 0 97 0 83 0 92 0 97 0 83 0 92 0 96 0 96 0 92 0 47 1 00 Cnflict Vol 1867 xxxx 505 xxxx xxxx xxxxx xxxx xxxx xxxxx 1011 xxxx xxxxx ~
Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Potent Cap 261 xxxx 335 xxxx xxxx xxxxx xxxx xxxx xxxxx 492 xxxx xxxxx
MLF Set Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Adj Cap 0 99 xxxx 1 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 00 xxxx xxxxx '
fnl Sat Adj 0 92 0 97 0 83 0 92 0 97 0 83 0 92 0 96 0 96 0 92 0 97 1 00 Move Cap 258 xxxx 335 xxxx xxxx xxxxx xxxx xxxx xxxxx 492 xxxx xxxxx `
------------I I ---------------~I--------------- 11 ~ I--------------- II--------------- II.....---.......II----......-----~
Delay Adjustment Factor Modu e Level Of Service Module
Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Stopped Del 14 3 xxxx 11 5 xxx~cx xxxx xxxxx xxxxx xxxx xxxxx 7 4 xxxx xxxxx ~
SlgnalType < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > LOSbyMOVe * * * * * * * * * B * * ~
DeIAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 Movement lT - lTR - RT LT - LTR - RT LT - lTR - RT LT - LTR • RT s
******************************************************'"**''****tttt***r#**t****** Shared Cap xxxx 316 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I
Shrd StpDel xxxxx 12 4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shered LOS * C * * * * * * * * * *
ApproachDel 12 0 0 0 0 0 0 0
i
~
Traffix 6 8 1511 (c) 1995 Dowling Assoc Licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 Dowling Assoc Licensed to Kittelson, Portland, OR
,
~
i
i$
EXST-YK.OUT 8-26-98 4 32p Page 3 of 10
EXST-WK CMD Ned Au 26, 1998 16 34 07 Pa e 6-1 EXST-WK CMD Wed Au 26- 1998 16 34 07 ________Page 7_1
---------------------------------9-----------.......------------•-----9-------- ------...------------------------9----------------..
KITTELSON & ASSOCIATES, INC PROJECT #1668-2 KlTTELSON & ASSOCIATES, INC PROJECT #1668-2 ~
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASNINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, 41ASHINGTON
1998 EXISTING WEEKEND NOON PEAK HOUR CONDITIONS 1998 EXISTING WEEKEND NOON PEAK HOUR CONDITIONS
Level Of Service Computation Report Level Of Service Computation Report
1944 HCM llnstgnalized Method (Base Volume Alternattve) 1994 HCM Unsignalized Method (Base Volume Alternative) '
,t*,r**t*rrrr*,r**a**,r,r,r,r*t*,r*,r,r**,r,r*,t,r,t***,r*,r,r,rrr**,r,rt+t,r+r,r,t,r~*,t**,r*****,r,r,►***~,t*t*t** **,r,rtr,txrt*t,r,r,r,r,r,r~*rt**tr,r*,r,r,r,r,r,r,r,r,t*,r,r,r,►**,t**,t,►*,r*tt,t*,r*,r,rt,rttr*****,r,t,t,t,t**~**t,r* ;
Intersection #3 SPRAGUE/MCKINNON Intersection #4 SPRAGUE/EAGLE ACCESS '
,t*+n►t*,t*ra,r,r,r,r,rtr**r,t,t*t*,r,r,t*rt,►*tt***,r,r,r,r,r,r,t*+►*,trt*tr*,t*,r,r***,t,t,t,tntrtert***,r,r,t,t,t** r~r~r,r,t,tr,tr*,t****t,r,r,r,r+r,r*,r,t**,t**,r,tt,t,t*****,r,r,t,r,t,r,r,r,ttr,r*****,t*rrtr******t*t,r,r,r,rr,r,r
Average Delay (sec/veh) 0 7 Worst Case Level Of Service C Average Delay (sec/veh) 2 0 Narst Case Level Of Service D~
*~tfrirftt*tA**rttrtir**#*irir#A**tint~R,R~h1+t*#*irir*iririr*irir**~i*~t,k**,M,k#,t+tRt*ir*rtAA***irirlr#tirlr* *t*i*,k,ktt*t#t**t*rt,krt*tirirt*t*lrtrt*****irxtttttr*,rirrrrrrr*,4*rt,t***,t,r~,rir******,r,r,r*sr*rrr~M
Approach North eound 5outh Bound East eound uest Bound Approach North Bound South Bound East eound West Bound E
Movement L- T- R L- T- R L- T- R L- T- R Movement L- T- R L- T- R L- T- R L- T- R E
. . -~------------•--II---•---------- II-------------- II----------...- I ------------I--...----------II--------•----- (I-------.....---II----------- -•--I I
Contrat Stop Sign Stop Sign Uncontrolled Uncontrolled Control Stap Stgn Stap Sign Uncontrolled Uncontrolled
Rights Include Include Include lnclude Rights Include lnclude Include Include ~
lanes 0_ 0 11 0 0 0 0 1t 0 0 1 0 1 1 0 1 0 2 0 0 Lanes 0 1 0 0 1 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0
~ i
Volume Module Voltzne Module ~
Base Vol 15 0 50 0 0 0 0 875 25 35 770 0 Base VoL 55 10 70 2 10 60 55 780 110 30 685 20 i
Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grawth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ,
Im tial ese 15 0 50 0 0 0 0 875 25 35 770 0 Im tial Bse 55 10 70 2 10 60 55 780 110 30 685 20 ,
User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 OD 1 00 1 00 1 00 1 00 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
PHFAdj 094094 094 094094 094 094094 094 094094 094 PHFAdj 094044 094 094094 044 094094 094 094094 094 ;
PHF Volume 16 0 53 0 0 0 0 931 27 37 819 0 PHF Volume 59 11 74 2 11 64 59 830 117 32 724 21 '
Reduct VoL 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Uol 0 0 0 0 0 0 0 0 0 0 0 0 '
Finel Vol 16 0 53 0 0 0 0 931 27 37 819 0 Final VoL 59 11 74 2 11 64 59 830 117 32 729 21
. -I ---------------~I-------------..II--------------- --------•-•----I ------------I ---------------II---------------II--------------- ~
Adjusted Volume Module Adjusted Volume Module
Grade 0% 0% 0% OX Grade OX OX 0% 0% ;
X Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 96 Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
X TrucklComb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ~
PcE adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 PcE adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 i
Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxc xxxx xxxx xxxx xxxc xxxx xxxx xxxx
Adj VoL 18 .__0 ' 59 0 0 0 0 931 27 41 819 0 Adj VoL 64 ._12 ' 82 Z 12 70 64 830 117 35 729 21 ~
~
I~~ ~ ~ llII II
Critical Gap Module Crittcal Gap Madule i
MoveUp Time 3 4 xxxx 2 6 xxxxx xxxu xxxxx xxxxx xxxx xxxxx 2 1 xnxx xxxxx MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 xxxx xxxxx 2 1 xxxx xxxxx ,
Crttical Gp 4 4 xxxx 11 4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 5 xxxx xxxxx Crtttcal Gp 4 4 3 9 11 4 4 4 3 9 11 4 5 5 xxxx xxxxx 5 5 xxxx xxxxx i
~ II--------------- I i
Capacity Module Capacity Module ,
Cnflict VoL 1801 xxxx 479 xxxx xxxx xxxxx xxxx xxxx xxxxx 957 xxxx xxxxx Cnflict Vol 1713 1729 473 1665 1777 375 750 xxxx xxxxx 947 xxxx xxxxx
Potent Cap 274 xxxx 361 xxxx xxxx xxxxx xxxx xxxx xxxxx 525 xxxx xxxxx Potent Cap 293 370 367 304 359 484 678 xxxx xxxxx 532 xxxx xxxxx ~
Adj Cap 0 92 xxxx 1 00 xcxc xxxx xxxxx xxxx xxxx xxxxx 1 00 xxxx xxxxx Adj Cap 0 73 0 85 1 00 0 67 0 85 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx
Mave_Cap_... 253 xxxx 361 xxxx xxxx xxxxx xxxx xxxx xxxxx 525 xxxx xxxxx Move_Cap. 214 313 367 11. 202 304 484 11. 678 xxxx xxxxx 11- 532 xxxx xxxxx j
I ~ ~
level Of Service Module level Of Service Module
Stopped Del 15 2 xxxx 11 7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7 4 xxxx xxxxx Stopped Del 23 1 11 9 12 3 18 0 12 3 8 6 5 8 xxxx xxxxx 7 2 xxxx xxxxx j
LOS by Move * * * * * * * * * e * * LOS by MOVe * * C * * * B * * B * *
Movement lT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Movement LT • LTR - RT LT - LTR - RT LT - LTR - RT lT - LTR - RT i
Shared Cap xxxx 329 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared Cap 225 xxxx xxxxx xxxx 431 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Shrd StpDel xxxxx 13 9 xxxxx xxxxx xxxx xxxxc xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel 23 0 xxxx xxxxx xxxxx 10 1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS * C * * * * * * * * * * Shared LOS 0 * * * C * ~ * * * * *
ApproachDel 12 5 0 0 0 0 0 4 ApproachDel 16 7 9 4 0 4 0 3 i
~
Traffix 6 8 1511 (c) 1995 DoWling Assoc licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 Dowling Assoc ltcensed to Kittelsan, Portland, OR I
~
iS
$
iD
I~
EXST-YIC OUT 8-26-48 4:32p Page 4 of 10 ~
EXST•WK CMD Wed Aug 26, 1998 16 34 07 Page 8-1 EXST•aK CMD Wed Aug 26, 1998 16 34 07 Page 9-1 i
KITTELSON & ASSOCIATES, INC PROJECT #1668-2 KITTELSON & pSSOCIATES, INC PROJECT #1668-2
HOME DEPOT PMASE 2- SPOKANE COUNTY, NASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON E
1998 EXISTING NEEKEND NOON PEAK HOUR CONDITIONS 1498 EXISTING aEEKEND NOON PEAK HOUR CONDITIONS
~
level Of Service Computatian Report level Of Service Computation Report ~
1994 NCM Unsignalized Method (Base Volune Alternetive) 1444 HCM Opereti***t***ons Method (Base Volume Alternative)
***~t*~**********t**********~*•*tr********t**~**~*r*r*r***r*******r*r~tr******** **t***:***rrr**r*r******f~**********r~~******r********t*r~r**rr***•****tt
Intersection #5 SPRAGUE/CARNAHAN Intersection #b SPRAGUE/HAVANA
*rtr***************************~****~**t***rr~*****rr**~******«*******~~r*****~* ******t*******tt************r*tt***~*******t**r:*~**************r**r***#t*****~* I
Average Delay (sec/veh) 0 8 uorst Case level Of service C Cycle (sec) 100 Critical VoL /Cap (X) 0 469
loss Time (sec) 9(Y+R = 4 sec) Average Delay (sec/veh) 14 0
Approach North Bound South eound East Bound West eourxl Optimal Cycle 32 Level Of Service B
MoVement L- T- R L- T- R L- T- R L' TR *******~x**************************r*r*****************t****r~*t***~**rr**~****~
I'"--'""'""""' ~ ~ I--"---"""--- ( ' ~ APProach North eound South Bound East Bound West eound ~
Control 3top Sign Stop Sign Uncontrolled Uncontrolled Movement L- T- R L- T- R L- T- R L- T- R '
Rights [nclude include lnclude Include ~ ~ ~ ~
Lanes 0 0 11 0 0 0 0 0 0 0 1 0 1 1 0 1 0 2 0 0 Control Permitted Permitted Protected Protected
__""'I-"-"-"" " '-----I~" '"""-"'"""--'ll" " '-~I-- " Rights Include Include lnclude Include ~
Uolume Module Min Green 0 0 0 0 0 0 0 0 0 0 0 0 {
Base VoL 35 0 45 0 0 0 0 900 55 25 775 0 lanes 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 ~
Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
Initial Bse 35 0 45 0 0 0 0 900 55 25 775 0 Votune Module
User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Base VoL 70 155 125 75 125 75 65 700 SO 95 620 75
PHF Adj 0 94 0 94 0 44 0 94 0 94 0 94 0 94 0 44 0 94 0 94 0 94 0 94 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
PHF Volune 37 0 48 0 0 0 0 957 59 27 824 0 Initial Bse 70 155 125 75 125 75 65 700 50 95 620 75 '
Reduct VoL 0 0 0 0 0 0 0 0 0 0 0 0 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 I
Ftnal VoL 37 0 48 0 0 0 0 957 59 27 824 0 PHF Adj 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 95 0 95
PHF Volume 74 163 132 79 132 79 68 737 53 100 653 79
Adjusted Vollme Module II II II Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0
Grade OX OX OX OX Reduced VoL 74 163 132 79 132 79 68 737 53 100 653 79 ~
Y Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ;
X Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx MLF Adj 1 05 1 OS 1 OS 1 05 1 OS 1 OS 1 00 1 OS 1 05 1 00 1 05 1 05
PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Final VoL 77 171 138 83 138 83 68 774 55 100 685 83 '
Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxc xxxx xxxx "
Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Saturation F ow Module
Adj Vol 41 0 53 0 0 0 0 957 59 29 824 0 Sat/lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
~ 11 ~ ~ Adjustment 0 71 0 71 0 71 0 63 0 63 0 63 0 92 0 96 0 96 0 92 0 95 0 95 ~
Critical Gap Module lanes 0 40 0 89 0 71 0 54 0 91 0 55 1 00 1 87 0 13 1 00 1 78 0 22 °
MoveUp Time 3 4 xxxx 2 6 xxxxc xxxx xxxxx xxxxx xxxx xxxxx 2 1 xxxx xxxxx Ftnal Set 538 1196 965 658 1093 658 1752 3410 242 1752 3225 391 '
Critical GP 4 4 xxxx 11 4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 5 xxxx xxxxx ~
'
Capacity Ana ysts Module ,
Capacity Module Vol/Sat 0 14 0 14 0 14 0 13 0 13 0 13 0 04 0 23 0 23 0 Ob 0 21 0 21 ~
Cnflict VoL 1838 xxxx 508 xxxx xxxx xxxxx xxxx xxxx xxxxx 1016 xxxx xxxxx Crit Moves i
Potent Cap 267 xxxx 333 xxxx xxxc xxxxx xxxx xxxx xxxxx 488 xxxc xxxxn Green/Cycle 0 30 0 30 0 30 0 30 0 30 0 30 0 09 0 48 0 48 0 12 0 51 0 51
Adj Cap 0 94 xxxx 1 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 00 xxxx xxxxx Uolwne/Cap 0 47 0 47 0 47 0 41 0 41 0 41 0 42 0 47 0 47 0 47 0 42 0 42
Move CaP 251 xxxx 333 xxxx xxxx xxxxx xxxx xxxx xxxxx 488 xxxx xxxxx I
-------...-•I ---------------~I---------------II....-----------II---------------I levet Of Service Module ~
Levet Of Service Module Delay/Veh 18 5 18 5 18 5 18 1 18 1 18 1 28 6 11 3 11 3 27 7 9 9 9 9
Stopped Del 16 8 xxxx 12 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7 8 xxxx xxxxx User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
LOS by P1ove * * * * * * * * * e * * AdjDel/Ueh 18 5 18 5 18 5 18 1 18 1 18 1 28 6 11 3 11 3 27 7 9 9 4 9 ~
Movement LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Oueue 2 4 3 2 3 2 2 14 1 3 12 1 ~
Shared Cap xxxx 291 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ~
Shrd StpDel xxxxx 17 4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
ShePed LOS * C * * * * * * * * * * '
ApproachDel 14 5 0 0 0 0 0 3 ~
~
Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR Trafftx 6 8 1511 (c) 1995 Dowling Assoc Licensed to Ktttelson, Portland, OR ~
~
~
S
~
:
EXST-WK.OUT 8-26-98 4:32p Page 5 of 10
~
EXST-b1K CMD Wed Aug 26, 1998 16 34 01 Page 10-1 EXST-WK CMD Wed Aug 26, 1998 16 34 07 Page 10-2 ~
KITTELSON 8 AS50CIATES, INC PROJECT #1668-2 KITTELSON & ASSOCIATES, INC PROJECT #1668-2 ~
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASNINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, LIASNINGTON
1998 EXISTING WEEKEND NOON PEAK HOUR CONDITIONS 1998 E%1STING uEEKEND NOON PEAK NOUR CONDITIONS
!
Level Of Service Detaited Computatton Report level Of Service Detailed Computatton Report (Permitted left Turn Sat Adj)
1994 HCM Operetions Method 1994 HCM Operations Method ~
Base Volume Alternative Base Volume Alternetive
*~,►~*r*,t*t,►,r*,r*•*,►**r,rr*,r,r,t•**,t,ttn►tr**,r,r*t,r,r,►,rr,r,rr,r,r•*~rr,tr,t*,t***~*,r,►*r••,r,r,r,r,r,r*,r ,r***r,t,rr,rr•,r*,r+r***rr*****,r,r,r*,r,r,r,r*,r«*vr**t*~**r*rr*r*~rrr,r,r,r*r,r**+rr,r~*********.*,►*
Intersection #b SPRAGUE/HAVANA Intersection #6 SPRAGUE/HAVANA
tkir**irir##**tirir*R*trt**tf*irir**+1#+kt#,t*rM**ie##*~rrltiti*in!****iiet*#tM****irk*****tAtktrhtk~ i*fkfkitMtktk~#*itt4AAA#*1r*1rtlrirtintt#'1nk1t1rR#****t***it*irt***itlt*1Ytkt#irtl**Afi1rA*~**irirMlM#irt ,
Approach North Bound South Bound East Bound West Bound Approach North South East West ~
Movement L- T:..R _ l- T- R L- T- R L- T- R Cycle Length, C 100 100 xxxxxx xxxxxx I
"'""""'"I 1I Actual Green Time Per Lane Group, G 29 54 29 54 xxxxxx xxxxxx ,
HCM Ops Adjusted Lane Utilization plodule Effecttve Green Time Per Lane Group, g 30 54 30 54 xxxxxx xxxxxx '
lanes 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 Opposing Effecttve Green Time, go 30 54 30 54 xxxxxx xxxxxx ~
Lane Group LTR LTR LTR LTR lTR LTR L RT RT L RT RT Number Of Opposing Lanes, No 2 2 xxxxxx xxxxxx ;
#LnslnGrps 2 2 2 2 2 2 1 2 2 1 2 2 Number Of lanes ln Lane Group, N 2 2 xxxxxx xxxxxx '
------------I Adjusted Left-Turn Flow Rate, Vlt 77 83 xxxxxx xxxxxx ~
HCM Ops Input Saturation Adj IModule II II I Proportion of left Turns in Lane Group, Plt 0 20 0 27 xxxxxx xxxxxx ~
Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 Proportion of left Turns in Opp FIoW, Plto xxxxxx xxxxxx xxxxxx xxxxxx ~
X Hev Veh 3 3 3 3 left Turns Per Cycle, LTC 2 14 2 31 xxxxxx xxxxxx ;
Grade OX OX OX OX Adjusted Opposing Flow Rate, Vo 304 386 xxxxxx xxxxxx
Parking/Hr No No Na No Opposing Flow Per Lane Per Cycle, Volc 4 22 S 36 xxxxxx xxxxxx
Bus Stp/Hr 0 0 0 0 Opposing Platoon Ratio Rpo 1 00 1 00 xxxxxx xxxxxx
Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > lost Time Per Phese, ti 3 00 3 00 xxxxxx xxxxxx
Cnft Ped/Hr 0 0 0 0 Eff grn until arrival of left-turn car, gf 3 45 2 93 xxxxxx xxxxxx
ExclusiveRT lnclude Include Include Include 0PPosing Queue Ratio, qro 0 69 0 69 xxxxxx xxxxxx
X RT Prtct 0 0 0 Eff grn whtle left turns filter thru, gu 27 09 25 19 xxxxxx xxxxxx i
p ~ pp g gq-gf, n xxxxxx xxxxxx xxxxxx xxxxxx ,
HCM 0 s f(rt. and f(lt) Ad Clse Module II" "'"II' I Max o osing cars arriving durin
f(rt) Case 5 5 5 5 S 5 xxxx 5 5 xxxx 5 5 Praportton of Opposing Thru & RT cars, ptho xxxxxx xxxxxx xxxxxx xxxxxx i
f(lt) Case 55 5 S 5 5 1 xxcx xnxx 1 xxxx xxxx left-turn Saturation Factor, fs 0 69 0 63 xxxxxx xxxxxx ;
IIII~ ~
I 11 Proportion of Left Turns in Shared lane, pl 0 46 0 61 xxxxxx xxxxxx
HCM Ops Saturation Adj Module Through-car Equivalents, el1 2 57 3 02 xxxxxx xxxxxx ~
ln Wid Adi 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Single Lane Through-car Equivalents, el2 xxxxxx xxxxxx xxxxxx xxxxxx ~
Hev Ueh Adj 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 Mim mum Left Turn Adjustment Factor, fmin 0 10 0 11 xxxxxx xxxxxx ~
Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 DO Single Lane left Turn Adjustment factor, fm 0 63 0 45 xxxxxx xxxxxx ~
Parktng Adj 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 ***********d****me************************#****07******0*68****************** ~
8us Stp Adj 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00
Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 j
RT Adj 0 95 0 95 0 95 0 96 0 46 0 96 xxxx 0 99 0 99 xxxx 0 98 0 98 '
LT Adj 0 77 0 77 0 77 0 68 0 68 0 68 0 95 xxxx xxxxx 0 95 xxxx xxxxx ~
HCM Sat Adj 0 71 0 71 0 71 0 63 0 63 0 63 0 92 0 96 0 96 0 92 0 95 0 95 `
Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 i
FnlSatAdj 071071 071 063063 063 092096 096 092095 045 ~
I 11 II
Delay Adjustment Factor Modu e i
Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > >
StgnalType <<<<<<<<<<<<< Actuated > > > > > > > > > > > > >
~
DeIAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 i
,r,r**,rrr****r***«,r«r~ ***,r~rr+t*****,r*,r+r**,r«.*r,r,r.,►*,►,~+r,►,t**,r*,►•**,rr,rr,r,r*..•rrr*r,r~ ~*,t
~
~
f
,
~
Traffix 6 8 1511 (c) 1995 Dowling Assoc Licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR
~
$
~
EXST-YIC.OIlT 8-26-98 4:32p Page 6 of 10
.
EXST NK CMD 4Jed Aug 26, 1998 16 34 07 Page 11•1 EXST-NK C04D Wed Aug 26, 1998 16 34 07 Pege 12-1 ;
,
KITTELSON & ASSOCIATES, INC PROJECT #1668-2 KITTELSON & ASSOCIATES, INC PROJECT #1668•2 HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASNIN6TON
1998 EXISTING WEEKEND NOON PEAK HOUR CONDITIONS 1998 E}(ISTING uEEKEND NOON PEAK HOUR CONDITIONS ~
~
level Of Servtce Computation Report level Of Servtce Computatton Report j
~
1994 HCM Unsignalized Method (Base VolLnne Alternative) 1994 NCM Unsignalized Method (ease Volwne Alternative)
***,tt,~****,t**,r,r,tr,r,t*t,r,t,rtrr*,t,tt,t*rr,r,r,r***,r,rtt,rttr,r,r,r,trt*t,rtr**,r,r**,rt*,rrr*,rr**tr****** ~,tt*~rr*,r,r*rr,rr*,trt*,tstnt,t,t,t,t,r~t*tt,rt~**,r***,~,t,t,t**t***+t,t*~~,t*r*,t*rtrt,t*rt**,t*~******,t ,
Intersection #13 FANCNER/NORTN ACCESS lntersection #21 FANCHER/SOUTH ACCESS ~
****,r*******,r,r,r,e,e,r**,r*~****,t,t***t*t**,r,r,r**,r**,r,t,►,~t,►t,r,r,r*,r,r*,r,r*~,r,rrr,r,r,rr,►r,r*,r*,r,t,t* *,rr~,r,rr*rt~,tr,r**r,t~,r,►r,r,t*ttt***,r,r*,r,r**r,r**r#*,t,t*rt*************,r,rr~*t~t**t**,r*,t,r,r
Average Delay (sec/veh) 2 3 4lorst Cese level Of Service B Average Delay (sec/veh) 0 9 Worst Case Level Of Servtce B,
,t,t,r,t,r,r,r,r,r,t,r*,t****rt*,t,t*r,t,t*,r,r*trr~rr,trr,►r*,t,t,r,r****,r*,t*,t*t*,t,►t*,►**,t*,t,t,r,t•,t,t,t*****,r t**,►,t,r*,t*****trtr,t*,t,t**r,r,t,rrr~r+r*r**w***.~•,r~,r****,r*,r,r,r*,r**,r*,r,r,r,r*****,r*,r,►~rr•r**~
Approach North eound South eound East Bound West Bound Approach North Bound South Bound East Bound Nest Bound
Movement L- T- R L- T- R .l____.T - R L..:..T - R Movement L- T- R L- T- R _L_.:. T_._ R L- T- R
--........--I---------------II-------------•-II ---....II.. .._...-I I--------------- I~------------•-- II ....II--------------•~
Control Uncontrolled Uncontrolled Stop Sign Stop Sign Control Uncontrolled Uncontrolled Stop Sign Stop Sign
Rights Include Include Include Include Rights include Include Include Include
lanes 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 lanes 0 0 2 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0
- (I-.....---------~ ---------------~I...----.._.._. I
Volwne.Madule Volume Module
8ase VoL 230 165 0 0 230 75 60 0 90 0 0 0 Base VoL 0 395 0 0 320 2 0 0 145 0 0 0
Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
lm tial Bse 230 165 0 0 230 75 60 0 90 0 0 0 Initial ese 0 395 0 0 320 2 0 0 145 0 0 0
User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
PHFAdj 092092 092 092092 092 092092 092 092092 092 PHFAdj 092092 092 092092 092 092092 092 092092 092 ~
PHF Volume 250 179 0 0 250 82 65 0 98 0 0 0 PHF Uolume 0 429 0 0 348 2 0 0 158 0 0 0
Reduct VoL 0 0 0 0 0 0 0 0 0 0 0 0 Reduct VoL 0 0 0 0 0 0 0 0 0 0 0 0 i
Final Vol 250 179 0 0 250 82 65 0 98 0 0 0 Final Vol 0 429 0 0 348 2 0 0 158 0 0 0
ad,~stea voi~ e Module----- 11 II-•------------- II--------------- I ad,~sced-voi~ Module------II--------------- ~
Grade Ox Oy OX OX Grade 0% OX OX OX X Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
% Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxnx xxxx X Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ~
PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10
Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxc ~
Adj VoL 275 179 0 0 250 82 72 0 108 0 0 0 Adj Vol 0 429 0 0 348 2 0 0 173 0 0 0 ,
I---------------I1 II---•---------•-II...---........ I ----.r.-----I---.....-------II-•------------ II--------------- ~
Critical Gap Module Critical Gap Module i
MoveUp Time 2 1 xxxx xxxxx xxxxx xxxx xxxxx 3 4 xxxx 2 b xxxxx xxxx xxxxx MoveUp Time xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2 6 xxxxx xxxx xxxxx '
Critical Gp 5 5 xxxx xxxxx xxxxx xxxx xxxxx 4 4 xxxx 11 4 xxxxx xxxx xxxxx Critical Gp xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11 4 xxxxx xxxx xxxxx ~
_I--------------II--------------- I I........-------~I-------------- I~--------------- ----•----------I ~
Capacity Module Capacity Module !
Cnflict Vol 332 xxxx xxxxx xxxx xxxx xxxxx 720 xxxx 166 xxxx xxxx xxxxx Cnflict Vol xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 175 xxxx xxxx xxxxx +
Potent Cap 1138 xxxx xxxxx xxxx xxxx xxxxx 617 xxxx 870 xnxx xxxx xxxxx Potent Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 847 xxxx xxxx xxxxx ,
Adj Cap 1 00 xxxx xxxxx xxxx xxxx xxxxx 0 76 xxxx 1 DO xxxx xxxx xxxxx Adj Cap xxxx xxxx xxxxx xxxx xxxc xxxxx xxxx xxxx 1 00 xxxx xxxx xxxxx '
Move Cap 1138 xxxx xxxxx xxxx xxxx xxxxx 468 xxxx 870 xxxx xxxx xxxxx Move Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 847 xxxx xxxx xxxxx ~
I --------------I~--------------- I --......----I level Of Service Modute Level Of Service Module
Stopped Del 4 1 xxxx xxxxx xxcxx xxxx xxxxx 8 9 xxxx 4 7 xxxxx xxxx xxxxx Stop ed Del xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxx~c xxxx 5 2 xxxxx xxxx xxxxx ~
LOS by Move A * ~ * * * B * A * * * LOS ~y Move * * * * * * * * B * * * ~
Movement LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LiR - RT Movement LT - LTR - RT LT - LTR - RT LT • LTR - RT LT - LTR • RT ,
Shared Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ,
Shrd StpDel xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel wxxx xxxc xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared lOS * * * * * * * * * * * * ShePed LOS * t * * * * * * * * * t
ApproachDel 2 5 0 0 6 4 0 0 ApproachDel 0 0 0 0 5 2 0 0 ,
Traffix 6 8 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 Dowling Assoc ltcensed to Kittelson, Portland, OR ~
;
~S
~
f:
3
EXST-W1C.OUT 8-26-98 4•32p Page 7 cf 10
EXST-WK CMD Wed Aug 26, 1498 16 34 07 Page 13-1 EXST-WK CMO Wed Aug 26, 1998 16 34 07 Page 14-1
~
KITTELSON 8 ASSOCIATES, INC PROJECT #1668-2 KITTELSON & ASSOCIATES, INC PROJECT #1668-2 ~
NOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON NOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1998 EXISTING WEEKEND NOON PEAK NOUR CONDITIONS 1998 EXISTING WEEKEND NOON PEAK HOUR CONDITIONS ~
level Of Service Computation Report Level Of Service Detailed Computation Report ~
1994 HCM Operetions Method (Base Volume Alternative) 1494 HCM Operations Methad
*******,r*,r**,r*,r,r,r,r*•*******,r,r****,r*,r,r*,r*,r,r,r*,r,rrr,►*~,r~,r,r*,r*,►+r•f**,r*,r*,r*,►****.,r*,r,r,r Base Volume Alternative ~
Intersection #22 SPRAGUE/DOLLAR #~~rrrr**~,►*r*,r,r,r,rr,r,r,r,r,r,t,r,r,t*,r,t,r,t,r,t,t,t**,r*,r**+r,r*+r,r,r,rt,r,r,r,r,r***t~*,r,t*,r,r*,t**,rt**~t*,r ~
**t,r,r,r,r,r**rr*,r*t*,r*,r**,r,r*,►*+r,r,r,r*,r,r,r,r,r,r,r,r,r,r******r~,r,r~******,r,r,r,r*,►*,r*,r,r,r,r,►,►**,rrr*,t,r Intersection #22 SPRAGUE/DOLLAR ~
Cytle (sec) 100 Critical VoL /Cap (X) 0 401 *,r,r,r,r*,r*,r,r~*r•t*•r.*****~.~**********r*********,r***,r***~*****,r*,r*****,r**~,r•**.•. i
Loss Time (sec) 9(Y+R = 4 sec) Average Delay (sec/veh) 9 0 Approach North Bound South eourxi East eound Hest eound ,
Optimal Cycle 29 Level Of Service B MovemeM L- T- R L- T- R L- T- R L- T- R ;
,r**~~*,r*****,r,r*,r,rr*****,r*rr•,r,r*,►,r*,r,r,r,r,rrrrt*,r*,r***,r,r,r*,r*****,rr,►,rrrr.s,r,r*****,r****rr ~
I ---I -----------I ---------------II--------.......I
Approach North Bound Sauth Bound East Bound West Bound HCM Ops Adjusted Lane Utiliza ion Module ~
Movement L- T- R L- T- R L- T- R L- T- R Lanes 1 0 0 1 0 0 0 11 0 0 1 0 2 1 0 1 0 2 1 0 ~
"""""""""""I'""""'"'""'"-'II--'"-""--"'II'""""-"-----II""""""-"'"""I Lane Group L RT RT LTR LTR LTR L RT RT L RT RT Control Permitted Permitted Protected Protected #LnslnGrps 1 1 1 1 1 1 1 3 3 1 3 3
Rights Include Include Include lnclude Min Green 0 0 0 0 0 0 4 0 0 0 0 0 HCM Ops Inpu, Saturation Adj IModule II I
lanes 1 0 0 1 0 0 0 11 0 0 1 0 2 1 0 1 0 2 1 0 lane Width 12 12 12 12 12 12 12 12 12 12 12 12 ,
------------I ---------------I~--------------- ~ X Hev Veh 3 3 3 3
Volume Module Grade OX 096 0% OX ~
Bese VoL 180 2 35 10 10 15 15 1155 20 30 1135 2 Parking/Hr No No No No i
GroWth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Bus Stp/Hr 0 0 0 0 ,
Imttal Bse 180 2 35 10 10 15 151155 20 301135 2 AreaType <<<<<<<<<<<<<<<Other>>>>>>>>>>>>>>> '
User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 DO 1 00 1 00 1 00 1 00 Cnft Ped/Hr 0 0 0 0 PHF Adj 0 96 0 96 0 96 0 96 0 46 0 96 0 96 0 96 0 96 0 96 0 96 0 96 ExclusiveRT Include Include Include lnclude '
PNF Volume 188 2 36 10 10 16 16 1203 21 31 1182 2 X RT Prtct 0 0 0 0 ~
Reduct Uol 0 0 0 0 0 0 0 0 0 0 0 0 ~I II II---------------
Reduced VoL 188 2 36 10 10 16 16 1203 21 31 1182 2 HCM Ops f(rt. and f(lt) Adj ase Module ,
PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 f(rt) Case xxxx 5 5 7 7 7 xxxx S 5 xxxx 5 5 ,
MlF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 f(lt) Case 2 xxxx xxxx 5 5 5 1 xxxx xxxx 1 xxxx xxxx final VoL 188 2 36 10 10 16 16 1323 23 31 1301 2 -~._....--j------11
------II-----------...----------------II...------------I HCM Ops Saturation Ad Module
Saturation f ow Module Ln blid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ,
Sat/lane 1900 1900 1900 1900 1900 1900 1400 1900 1900 1900 1900 1900 Ilev Veh Adj 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 47 0 97
Adjustment 0 83 0 83 0 83 0 79 0 79 0 79 0 92 0 97 0 97 0 92 0 97 0 97 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ;
lanes 1 00 0 05 0 95 0 28 0 28 0 44 1 00 2 95 0 05 1 00 2 99 0 01 Parking Adj xxxx 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00
Final Sat 1568 83 1503 418 418 658 1752 5439 95 1752 5525 8 eus Stp Adj xxxx 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 ;
. - Area Adi 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Capactty Ana ysts Module RT Adj xxxx 0 86 0 86 0 84 0 84 0 84 xxxx 1 00 1 00 xxxx 1 00 1 00 ~
Vol/Sat 0 12 0 02 0 02 0 02 0 02 0 02 0 01 0 24 0 24 0 02 0 24 0 24 LT Adj 0 85 xxxx xxxxx 0 97 0 97 0 97 0 95 xxxx xxxxx 0 95 xxxx xxxxx ;
Crtt Moves HCM Sat Adj 0 83 0 83 0 83 0 79 0 79 0 79 0 92 0 97 0 97 0 92 0 97 0 97 ~
Green/Cycle 0 29 0 29 0 29 0 29 0 29 0 29 0 04 0 57 0 57 0 04 0 58 0 58 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
Volune/Cap 0 41 0 OS 0 06 0 08 0 08 0 08 0 23 0 42 0 42 0 42 0 41 0 41 MLF Sat Adi 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ;
~
I - Fnl Sat Adj 0 83 0 83 0 83 0 79 0 79 0 79 0 92 0 97 0 97 0 92 0 97 0 97 ~
I--------------- 11 ---------------II---------
Level Of Service Module ;
Delay/Veh 18 7 16 5 16 5 16 5 16 5 16 5 30 3 7 8 7 8 32 5 7 6 7 6 Oetay Adjustment Factor Modu e I
~
UserDelAdj 100100 100 100100 100 100100 100 100100 100 Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > >
AdjDel/Veh 187165 165 165165 165 303 78 78 325 76 76 StgnalType < < < < < < < < < < < < < Actuated > > > > > > > > > > > > >
i
Dueue 4 0 1 0 0 0 0 21 0 1 20 0 DeIAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ,
•*+r*•,r,r***,t,r,r****r,r**,r,►**rr,rrr,r,r,r,r,r,r,r,r,r,r,r,r,t,r,r*:,rt*,rrr,r**rtt***,r,r,r,r,►,rr,r,r«,r*,t,t,r****,r,r rr*,►*••rr~*,r,rr►t*,r,r:**,r,r,r,r*,r,r*,r****.r~,r***,r,r,~**,t**t*,t**,r**,r,r,r*t,r**,r***,r**,r*,r**,t,r~,~ ~
~
i
i
Traffix 6 8 1511 (c) 1995 Dowling Assoc Licensed to Kittelson, Portland, OR Traffix 6 8 1511 (c) 1995 Douling Assoc licensed to Kittelson, Portlarui, OR '
~S
Ef(ST-YI( OUT 8-26-98 4:32p Page 8 of 10
ExST-WK CMD Wed Aug 26, 1998 16 34 07 Page 14-2 EXST-WK CMD Wed Aug 26, 1998 16 34 07 ~ Page 15-1 ~
i
KITTELSON & ASSOCIATES, INC PROJECT #1668-2 KITTELSON & ASSOCIATES, 1NC PROJECT #1668-2 ;
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1998 EXISTING WEEKEND NOON PEAK HOUR CONDITIONS 1998 EXISTING WEEKEND NOON PEAK HOUR CONOITIONS j
Level Of Service Detailed Computation Report (Permitted left Turn Sat Adj) level Of Service Computation Report
1994 HCM Operations Method 1994 NCM Operations Method (Base Votume Alternative)
Base Volume Alternative ****~*r************************~***************~************************~•****** ~
Intersection #28 FANCNER/BROADWAY ~
Intersection #22 SPRAGUE/DOLLAR ***********************************rr********r*r*************r************r***~* ~
*******~~*******r*****t***t*****~**r*~*~********~~*~************t*~**~****~*~*r* CyCle (SeC) 120 Crtttcel Vol /Cap (X) 0 288
Approach North South East West Loss Time (sec) 12 (Y;R = 4 sec) Average Delay (sec/veh) 22 6
Cycle length, C 100 100 xxxxxx xxxxxx Optimal Cycle 31 level Of Service C ~
Actual Green Time Per Lane Group, G 28 44 28 44 xxxxxx xxxxxx
Effective Green Time Per lane Group, g 29 44 29 44 xxxxxx xxxxxx Approach North 8ound South Bound East Bound West Bound ~
Oppasing Effective Green Time, go 29 44 29 44 xxxxxx xxxxxx Movement L- T- R L- T- R L- T- R L- T- R
Number Of Opposing lanes, No 1 1 xxxxxx xxxxxx ~
NumSer Of Lanes In Lane Group, N 1 1 xxxxxx xxxxxx Control I Protected I Protected I Spltt Phase Split Phase f
Adjusted Left-Turn FIoW Rate, Vlt 188 10 xxxxxx xxxxxx Rights lnclude Include Include lnclude ~
Proportion ot Left Turns in Lane Group, Plt 1 00 0 28 xxxxxx xxxxxx Min Green 0 0 0 0 0 0 0 0 0 0 0 0 j
Proportian of left Turns in Opp FIoW, Plto 1 00 xxxxxx xxxxxx xxxxxx lanes 1 0 1 1 0 1 0 1 1 0 0 1 1 0 1 0 1 0 1 0 ~
Left Turns Per Cycle, LTC 5 22 0 28 xxxxxx xxxxxx
Adjusted Opposing Flow Rate, Vo 36 38 xxxxxx xxxxxx Volune Modull II II I I~
Opposing Flow Per lane Per Cycle, Volc 1 00 1 06 xxxxxx xxxxxx ease Vol 45 155 60 65 165 65 30 75 20 65 175 35 ~
Opposing Platoon Retio, Rpo 1 00 1 00 xxxxxx xxxxxx Grouth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
lost Time Per Phase, tl 3 00 3 00 xcxxxx xxxxxx Im tial Bse 45 155 60 65 165 65 30 75 20 65 175 35
Eff grn until arrival of left-turn car, gf 0 00 16 37 xxxxxx xxxxxx User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
Opposing Dueue Ratio, qro 0 71 0 71 xxxxxx xxxxxx PNF Adj 0 81 0 81 0 81 0 81 0 81 0 81 0 81 0 81 0 81 0 81 0 81 0 81
Eff grn blocked by opposing queue, gq 0 41 0 00 xxxxxx xxxxxx PHF Volume 56 191 74 80 204 80 37 93 25 80 216 43
Eff grn while left turns filter thru, gu 29 03 13 07 xxxxxx xxxxxx Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0
Max opposing cars arriving during gq-gf, n 0 21 xxxxxx xxxxxx xxxxxx Reduced Vol 56 191 74 80 204 80 37 93 25 80 216 43
Proportion of Opposing Thru & RT cars, ptho 0 00 xxxxxx xxxxxx xxxxxx PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
left-turn Saturation Factor, fs xxxxxx 0 BS xxxxxx xxxxxx MLF Adj 1 00 1 05 1 05 1 00 1 OS 1 05 1 00 1 00 1 00 1 05 1 05 1 OS
Proportion of left Turns in Shared lane, pl 1 00 0 28 xxxxxx xxxxxx Final Vol 56 201 78 80 214 84 37 93 25 84 227 45
Through-car E uivalents, elt 1 19 1 27 xxxxxx xxxxxx
Single Lane Through-carEquivalents, el2 1 00 xxxxxx xxxxxx xxxxxx Saturation F ow Module ~
Minimum Left Turn Adjustment Factor, fmin 0 14 0 09 xxxxxx xxxxxx Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1400 1900 1900
Single lane left Turn Adjustment Factor, fm 0 85 0 97 xxxxxx xxxxxx Adjustment 0 92 0 93 0 93 0 92 0 93 0 93 0 92 0 97 0 83 0 94 0 94 0 94 ,
left Turn Adjustment Factor, flt 0 85 0 97 xxuxxx xxxxxx lanes 1 00 1 44 0 56 1 00 1 44 0 56 0 59 1 41 1 00 0 47 1 28 0 25 i
Final Sat 1752 2552 490 1752 2543 998 1035 2600 1568 845 2282 452 '
---------------~I--------------- -------......--I~---....--------I ~
CaRacity Ana ysis Module I
VollSat 003008 008 005008 008 004004 002 010010 0 10 ~
Cr1t Moves (
Green/Cycle 0 12 0 27 0 27 0 16 0 31 0 31 0 12 0 12 0 12 0 34 0 34 0 34 I
Uolume/Cap 0 27 0 29 0 29 0 29 0 27 0 27 0 29 0 29 0 13 0 29 0 29 0 29 ~
I--------------- ---------------II" ........-----II---------------~ ~
level Of Service Module ~
Delay/Veh 31 3 22 3 22 3 28 9 20 0 20 0 31 0 31 0 30 2 18 5 18 5 18 5 ,
User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ~
AdjDel/Veh 31 3 22 3 22 3 28 9 20 0 20 0 31 0 31 0 30 2 18 5 18 5 18 5 ,
Queue 2 5 2 2 5 2 1 3 1 2 6 1 ~
r,rt*~*rr*rt**a,t,ttr~***t*,r*,r,w~,tr~*,r,r,r,r,r,r,r,r,r,r,r,t,t,t,t*,r,r,r*t,tr*,►******,rrrt**t**,t*,t~~*~*r~ ,
~
~
l
~
Trafftx b 8 1511 (c) 1995 Dowling Assoc Licensed to Kittelson, Portland, OR Trafftx 6 8 1511 (c) 1995 DaWling pssoc Ltcensed to Ktttelson, Portland, OR '
~
~S
~
EXST-YIC OUT 8-26-98 4:32p Page 9 of 10
+EXST-WK CMO Wed Aug 26, 1998 16 34 07 Page 16-1 ~
KITTELSON & ASSOCIATES, INC PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, 41ASHINGTON
1998 EXISTING WEEKEND NOON PEAK HOUR CONDITIONS '
level Of Service Detailed Conputation Report ,
1994 NCM Operations Methad
Base Volume Alternative
,r r*t*+r* r,rr*,t,r,r#****rt*,t,t*tt,rrr,r**f ***,r,t****tr,r,t~+tt,r,rr,r*,r~r*,r,r*,~,r*,►*tr,r*,r,r,r*~,r,r,r,r,rs ~
Intersection #28 FANCHER/BROADWAY *,r,r,r*,r**~+►,r,w~,r,r****,r,►,r***,rr*«,r***,rr,rr**,t***,tr►,r*****r,t.*rt*ttt,t,r**,rrr*tntr,rr,►,►,r,r,rtnr*
Approach North Bound South Bound East Bound West Bound ,
Movement L- T- R L- T- R L- T- R L- T- R ~
--------....I II---------------II----•----------II---------------I HCM Ops Adjusted Lane Utilization Module
lanes 1 0 1 1 0 1 0 1 1 0 1 0 1 0 1 0 1 0 1 0 lane Group L RT RT L RT RT L T R lTR LTR LTR
#LnslnGrps 1 2 2 1 2 2 1 1 1 2 2 2 HCM Ops Input.Saturation.AdjIModule
lane Wtdth 12 12 12 12 12 12 12 12 12 12 12 12 X Hev Veh 3 3 3 3 j
Grade OX OX 0% OX
Parking/Hr No No No No Bus Stp/Hr 0 0 0 0
AreaType <<<<<<<<<<<<<<<Other>>>>>>>>>>>>>>> i
Cnft Ped/Hr 0 0 0 0 ~
ExclusiveRT Include Include (nclude Include '
% RT Prtct 0
II-....----~---• '--------a-----II---------~---- I ~
HCM Ops f(rt, and f(lt) Ad. Case Module
f(rt) Case xxxx 5 5 xxxx 5 5 xxxx xxxx 2 5 5 5
f(lt) Case 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx 4 4 4 I ---------------11 --•---•--------~I--------------- I
HCM Ops Saturation Adj Module ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
Nev Veh Adj 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97 0 97
Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 1 00 1 00 1 00 ;
Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 1 00 1 00 1 00
Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 96 0 96 xxxx 0 96 0 96 xxxx xxxx 0 85 0 98 0 98 0 98 ~
LT Adj 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 49 0 99 0 99 i
HCM Sat Adj 0 92 0 93 0 93 0 92 0 93 0 93 0 92 0 97 0 83 0 94 0 94 0 94
Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
Fnl SatAdj 0 92 0 93 0 93 0 92 0 93 0 93 0 92 0 97 0 83 0 44 0 94 0 94
I I I1 ---............I
Detay Adjustment Factor Modu e
Coordtnated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > >
SignalType < < < < < < < < < < < < < Actueted > > > > > > > > > > > > >
!
DeIAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ~
*r*.***,r****,rr*,r**•r.,r*r,r**,r,r***.*****.**,r.,r,r,r*,r,r*.«***.r•#*#*,r,r«,r,rtr•..**.«~*rr ~
~
~
i
i
~
Traffix 6 S 1511 (c) 1995 Dowling Assoc licensed to Kittelson, Portland, OR i
!
,
~S
~
EXST-WIC.OUT 8-26-98 4 32p Page 10 of 10
~
s
a R• a
DATE Aug 25, 1998 PROJECT# 1668-2
Kittelson & Associates, Inc.
Transportabon Planning/Traffic Engineering PROJECT
~ 610 S W Alder, suite 700 • Portland, OR 97205 NAME Home Depot Phase 2- Sprague/Fancher
Telephone (503) 228-5230
FAX (503) 273-8169
E-mail info@kittelson com
- ASE D - A ONCE •
NAM E Mr. Steve Stairs
OF Spokane County Public Works
1026 West Broadway Ave
~JftmejslD Colyar Spokane, WA 99260-0170
• A
PHONE (509) 324-3492
IN CASE OF INCOMPLETE TRANSMISSION PLEASE CALL OUR CONFIRMATION NUMBER (503) 228-5230
Stamped cover pages for Home Depot Phase 2 Retail Center TIA
ffqolt
M,
~
t;~~ ~ ~ 2 f 1998
~
; ~ ~ WNEER ~
From James p Colyar
NOTICE This commurncation may be pnvileged orcontam a chent confidence It is a pnvate message to the person named above
DO NOT PERM(T ACCESS BY ANY OTHER PERSON If the intended recipient is not currently or expected at the location where
this message was received, please telephone us immediately at the confirmation number above and mail all pages of this
transmission to us at the address above
July 1998
, Home Depot Retad Cenfer - Phase 2
Transportation Impact Analysis
Home Depot Retai Center-
Phase 2
Sprague Avenue/
Fancher Road
Spokane County, Washington
Prepared for
The Home Depot
The Home Depot Office, Suite 325
9450 SW Commerce Circle
Wdsonville, OR 97070
(503)682-7592
LOAJARLA
wASyl~
Prepared by
~ ~ ,Q~° Kittelson & Associates, Inc
610 S W Alder, Suite 700
>yr Portland, Oregon 97205
1%67 (503) 228-5230
NA.L Project No 1668 2
EXPIRES 11- /0 ;Z000 July 1998
Project Principal Bruce Robinson
Project Manager James Colyar
Kittelson & Associates, Inc Page il
TRANSPORTATION DEPARTMENT
SPOI~~'~TE SO$ W. SpOK.iNE FALLS BLvT).
Aft sPOKANE, WAS! llNG-T,,N 09201 - ; ; 1
(5()9) 625-648()
AugtlSt 25, 1998 FAX (509) 6254,8c+9
1 ~ ~ 1 1 ~ 1 BRUCE STEELE, P.E.
DiRECPDN
SPOKANE CUUNTY BUILDING & PLANNING DONALD A. RaNisE-Y, P.E
CrrY TRAFnC Erictrim
1026 W BROADWAY AV
SPOKANE WA 99260 LARRY J. NEIL, P.E.
Ofim-.nor:s E.UCLNEER
Attention: 5cacy Bjordahl, Seniur Planner
RE: Home Depot Retail Center - Phase 2# ZE-31A-95
Dear Ms. Bjordahi:
We have reviewed the Transportation Impact Analysis tor this pruposal and are satisfied there
will not be suftic:ient impact to City Streets to warrant mitigation.
Thank you for the uppurtunity to cor~unelit on this project, and if you have ~.iny questions, please
contact Don Ramsey or Lou Dobberstein at 625-6480.
Sincerely,
61-c-a J.;&z
Bruce Steele
Ebs/ladJjtt
C Pat Harper, Spokane County Engineers
Martin `Vilson, WSDOT
L1l~IVISlOf1S'.aclmini;tr::llttl`,(~~Uf11C11(S'~~~?~~`'~1UI11C~~~( (l(?c 11:1'iC I ot'i
-Q1
~
Washington State Eastern Region
Department of Transportation 2714 N Mayfair Street
Sid Morrison Spokane WA 99207-2090
Secretary of Transportation (509) 324-6000
August 19, 1998
Ms Stacy Bjordahl
Spokane County Planning -
1026 West Broadway Ave
Spokane, WA 99260-0240
Re Home Depot Retail Center Phase II
Dear Ms Bjordahl,
The VVashington State Department of Transportation (WSDOT) has completed its review
of the traffic impact analysis (TIA) for the above referenced development We ask that the
comments stated below be addressed
1 Figure 6- A more detailed percentage trip distnbution for the Phase II development
needs to be provided at the intersections of Sprague and Fancher, Sprague and Havana,
and at all site driveways
2 Figure 6- It appears that 50% of the site generated traffic wanting to enter the project
on the S aturday nud-day peak hour and the weekday PM peak hour will travel through
the westbound leg of the intersection of Sprague Avenue and Fancher Road
However, Figure 9 shows that approximately 32% and 29% of the site generated
traffic uses the westbound leg of this intersection on Saturday rrud-day peak hour and
the weekday PM peak hour respectively
3 Page 18, Paragraph 6- The TIA estimated that 5% of the Phase II generated traffic
would be internal trips between the existing Home Depot and the Phase II uses Please
include documentation to warrant the 5% internal tnp reduction used in the TIA
4 All of the cntical gap acceptance factors used for all the unsignalized intersections
appear to be questionable For example, the weekend cntical gap factor for all the
scoped unsignahzed intersections is 119 seconds for a nunor street nght turn and 5 5
seconds for a major street left turn The cntical gap factors are based on confllcting
movements that yield to the right of way Generally the more conflicting movements
the greater the cntical gap factor Major street left turn traffic yields only to
conflicting major street through and nght turn traffic whereas nunor street left turn
traffic is the most restnctive, yielding to all confllcting major street through, right, and
left turning traffic and also to all conflicting nunor street through and nght turning
traffic As a result, the estimated gap acceptance values will show an incorrect
capacity and delay for these locations We would suggest, instead of estimating
capacity and delay at the nunor approach for the intersections and then adjusting the
1994 HCM critical gap acceptance factors to regressively match the theoretical field
capacity, that a gap acceptance study be completed for each roadway
Ms Stacy Bjordahl _
August 19, 1998
Page 2
5. The Traffix Version 6.8level of service reports need to be more detailed. The TIA
needs to include timing and phasing diagrams, Conflicting PedJhr, Bus Stops/hr,
Right-turns on Red, Arrival Type, and Signal Type.
If you have any questions regarding these comments please contact Greg Figg or Garrick
Bohnet in our Planning Office at 324-6199(4).
Sincerely,
MARTIN C. WILSON, P.E.
Development Services Engineer
GJB : gj b
ce: James Colyar, Kittelson & Associates, Inc.
Pat Harper, Spokane County Engineers
Steve Stairs, Spokane County Traffic
Project file: 090-285-02D
~
Home Depot Phase 2 TIA
.
Broadway & Fancher
Calculated Calculated Caiculatedl
Existing 1999 New Site Pass By Total Site 999 Total Used in
SAT Backgrnd Trips Site Trips SAT Trips Traffic Figure 10
SAT
NBL 45 46 3 3 49 45 '
N BT 155 160 10 10 we' -
NBR 60 62 5 5 67
SBL 65 67 0 67
SBT 165 170 5 ~ 5 175 180
SBR 65 67 0 67
EBL 30 31 0 31
EBT 75 77 0 77
EBR 20 21 5 5 26 20
WBL 65 67 5 5 72
WBT 175 180 0 180
WBR 35 36 0 36
North Access & Fancher
Calculated Calculated Calculated1
Existing 1999 New Site Pass By Total Site 999 Total Used in
~
SAT Backgmd Tnps Site Trips Figure 10
SAT Trips Traffic
SAT
.
NBL 230 237 3 3 240 125
NBT 165 170 0 -170
NBR 0 0 0
SBL 0 0 0
SBT 230 237 0 237
SBR 75 77 15 15 ~ 92
EBL 60 62 15 15 Y7
EBT 0 0 0
EBR 90 93 3 3 -9-6 80 '
WBL 0 0 0
WBT 0 0 0
WBR 0 0 0
Saturday Peak
Home Depot Phase 2 TIA
South Access 8 Fancher
Calculated Calculated Calculatedl
Existing 1999 New Site Pass By Total Site 999 Total Used in
SAT Backgrnd Trips Site Trips Figure 10
SAT Trips Traffc
SAT
NBL 0 0 0
NBT 395 407 3 3 410 295
NBR 0 0 0
SBL 0 0 0
SBT 320 330 3 3 333 315
SBR 3 3 0 3
EBL 0 0 0
EBT 0 0 0
EBR 145 149 5 5 154 140
WBL 0 0 0
WBT 0 0 0
WBR 0 0 0
Sprague & Havana
Calculated
Existing 1999 New Site Pass By Calculated Calculated1 Total Site 999 Totat Used in
SAT Backgmd Trips Site Trips Figure 10
SAT SAT Trips Traffic
NBL 70 72 0 72
N BT 155 160 0 160
NBR 125 129 10 10 139
SBL 75 77 3 3 80 75
SBT 125 129 0 129
SBR 75 77 0 77
EBL 65 67 0 67
EBT 700 721 10 10 ""1
EBR 50 52 0 52
WBL 95 98 5 5 103
WBT 620 639 10 10 ww,~
WBR 75 77 3 3 80 75
Saturday Peak
~
HC_(lIL DE:pV4 P~lase ~ IA
Sprague 8 Carnahan
Calculated
Existing 1999 New Site Pass By Calculated Calculated1 Total Site 999 Total Used in
SAT Backgrnd Trips Site Trips Figure 10
SAT SAT Trips Traffic
NBL 35 36 0 36
NBT 0 0 0
NBR 45 46 0 46
SBL 0 0 0
SBT 0 0 0
SBR 0 0 0
EBL 0 0 0
EBT 900 927 20 20 EBR 55 57 0 57
WBL 25 26 0 26
WBT 775 798 15 15 WBR 0 0 0
Sprague & Eagie
Calculated
Existing 1999 New Site Pass By Calculated Calculatedl Total Site 999 Total Used in
SAT Backgmd Trips Site Trips Figure 10
SAT SAT Trips Traffic
NBL 55 57 0 57
NBT 10 10 0 10 0
NBR 70 72 0 72 80
SBL 3 3 0 3
SBT 10 10 0 10 0
SBR 60 62 0 62 3
EBL 55 57 0 57 3
EBT 780 803 20 20 W3 880
EBR 110 113 0 113
WBL 30 31 0 31 40
WBT 685 706 15 15 f,~ 780
WBR 20 21 0 21 3
Saturday Peak
1
Home Depot Phase 2 TIA
Sprague & McKinnon
Catculated
Existing 1999 New Site Pass By Calculated Calculated1 Total Site 999 Total Used in
SAT Backgmd Trips Site Trips Figure 10
SAT SAT Trips Traffic
NBL 15 15 0 15
NBT 0 0 0
NBR 50 52 0 52
SBL 0 0 0
SBT 0 0 0
SBR 0 0 0
EBL 0 0 0
EBT 875 901 20 20 A21 985
EBR 25 26 0 26
WBL 35 36 0 36
W6T 770 793 15 15 -M 860
WBR 0 0 0
Sprague & Howe
Calculated Calculated Calculated 1
Existing 1999 New Site Pass BY Total Site 999 Total Used in
SAT Backgrnd Trips Site Trips Figure ~ 0
SAT SAT Trips Traffic
NBL 5 5 0 5
N BT 0 0 0
NBR 20 21 0 21
SBL 0 15 25 40 40 55
SBT 0 0 0
SBR 0 15 15 30 30 120
EBL 0 20 25 45 45 145
EBT 930 958 3 -25 -22 900
EBR 20 21 0 21
WBL 5 5 0 5
WBT 810 834 3 -15 -12 822 780
WBR 0 30 15 45 45 140
Saturday Peak
~
H_),--;~
Sprague 8 Fancher
Catculated
Existing 1999 New Site Pass By Calculated Calculated 1 Total Site 999 Total Used in
SAT Backgrnd Trips Site Trips Figure 10
SAT Trips Traffc
SAT
NBL 5 5 0 5
NBT 10 10 0 10
NBR 25 26 0 26
SBL 160 165 5 5 170 160
SBT 110 113 5 5 118
S8R 150 155 3 3 158 135
EBL 150 155 3 3 158 120
EBT 760 783 10 10 793 805
EBR 40 41 5 5 46
WBL 50 52 0 52
WBT 675 695 30 30 M&# 800
WBR 235 242 3 3 245 170
Sprague & Dollar
Calculated
Existing 1999 New Site Pass By Calculated Calculatedl Total Site 999 Total Used in
SAT Backgrnd Trips Site Trips Figure 10
SAT SAT Trips Traffic
NBL 180 185 15 15 `200
N BT 3 3 0 3
NBR 35 36 0 36
SBL 10 10 0 10
SBT 10 10 0 10
SBR 15 15 0 15
EBL 15 15 0 15
EBT 1155 1190 10 10
EBR 20 21 0 21
WBL 30 31 0 31
WBT 1135 1169 10 10 *T19
WBR 3 3 0 3
Saturday Peak
~
Home Depot Phase 2 TIA
,
Broadway & Fancher
Existing Caiculated New Site Pass By Calculated Calculated Used In
1999 Total Site PM 1999 Total
PM Backgmd PM Trips Site Trips Trips Traffic Figure 10
NBL 75 77 3 3 80
NBT 345 355 5 5 360
NBR 65 67 5 5 72
SBL 190 196 0 196
SBT 470 484 5 5 489
SBR 120 124 0 124
EBL 80 82 0 82
EBT 405 417 0 417
EBR 150 155 5 5 160
WBL 80 82 5 5 87
WBT 285 294 0 294
WBR 125 129 0 129
North Access & Fancher
Existing Calculated New Site Pass By Calculated Calculated Used In
1999 Total Site PM 1999 Total
PM Backgmd PM Trips Site Trips Trips Traffic Figure 10
NBL 95 98 3 3 101 40
NBT 314 0 314 325
NBR 0 0 0
SBL 0 0 0
SBT 635 654 0 654
SBR 55 57 10 10 67
EBL 55 57 10 10 67
EBT 0 0 0
EBR 50 52 3 3 55 35
WBL 0 0 0
WBT 0 0 0
WBR 0 0 0
Weekday PM Peak
Home Depot Phase 2 TIA
South Access & Fancher
Existing Calculated New Site Pass By Calculated Calculated Used In
1999 Total Site PM 1999 Total
PM Backgmd PM Trips Site Trips Trips Traffic Figure 10
NBL 0 0 0
NBT 400 412 3 3 415 350
NBR 0 0 0
SBL 0 0 0
SBT 680 700 3 3 703 685
SBR 5 5 0 5
EBL 0 0 0
EBT 0 0 0
EBR 70 72 5 5 77 55
WBL 0 0 0
WBT 0 0 0
WBR 0 0 0
Sprague & Havana
Calculated Calculated Calculated
Existing New Site Pass By Used In
1999 Total Site PM 1999 Total
PM Backgrnd PM Trips Site Trips Trips Traffic Figure 10
NBL 35 36 0 36
N BT 190 196 0 196
NBR 135 139 5 5 144
SBL 135 139 3 3 142
SBT 295 304 0 304
SBR 75 77 0 77
EBL 90 93 0 93
EBT 830 855 5 5 860
EBR 90 93 0 93
WBL 115 118 5 5 123
WBT 715 736 5 5 741
WBR 65 67 3 3 70
Weekday PM Peak
~
• Home D.~po` Pha,e ? TI?,
Spraguil & Carnahan
Existing Calculated New Site Pass By Calculated Calculated Used In
1999 Total Sife PM 1999 Total
PM Backgmd PM Trips Site Trips Trips Traffic Figure 10
N BL 30 31 0 31
NBT 0 0 0
N BR 35 36 0 36
SBL 0 0 0
SBT 0 0 0
SBR 0 0 0
EBL 0 0 0
E BT 1045 1076 10 10 1086
EBR 45 46 0 46
WBL 30 31 0 31
WBT 800 824 10 10 834
WBR Q 0 0
Sprague & Eagle
Existing Calculated New Site Pass By Calculated Calculated Used In
1999 Total Site PM 1999 Total
PM Backgmd PM Trips Site Trips Trips Traffc Figure 10
NBL 35 36 0 36
N BT 5 5 0 5 0
NBR 50 52 0 52
SBL 3 3 0 3
SBT 5 5 0 5 0
SBR 30 31 0 31 3
EBL 25 26 0 26 3
EBT 980 1009 10 10 vADO 1045
EBR 75 77 0 77
WBL 20 21 0 21
WBT 765 788 10 10 798 830
WBR 5 5 0 5 3
Weekday PM Peak
• Home Depot Phase 2 TIA
Sprague & McKinnon
Existing Calculated New Site Pass By Caiculated Calculated Used In
1999 Total Site PM 1999 Total
PM Backgrnd PM Trips Site Trips Trips Traffic Figure 10
NBL 15 15 0 15
NBT 0 0 0
NBR 45 46 0 46
SBL 0 0 0
SBT 0 0 0
SBR 0 0 0
EBL 0 0 0
EBT 980 1009 10 10 doom 1050
EBR 20 21 0 21
WBL 35 36 0 36
WBT 720 742 10 10 i752
WBR 0 0 0
Sprague & Howe
Existing Calculated New Site Pass By Calculated Calculated Used In
1999 Total Site PM 1999 Total
PM Backgmd PM Trips Site Trips Trips Traffic Figure 10
NBL 15 15 0 15
NBT 0 0 0
NBR 35 36 0 36
SBL 0 10 20 30 30 50
SBT 0 0 0
SBR 0 10 20 30 30 80
EBL 0 10 20 30 30 ~90
EBT 1005 1035 3 -20 -17 4018 985
EBR 20 21 0 21
WBL 25 26 0 26
WBT 690 711 3 -20 -17 884 670
WBR 0 20 20 40 40 111. 25
Weekday PM Peak
~
Home Depot Phase 2 TIA
Sprague & Fancher
Existing Calculated New Site Pass By Calculated Calculated Used In
1999 Total Site PM 1999 Total
PM gackgmd PM Trips Site Trips Trips Traffc Figure 10
NBL 3 3 0 3
NBT 20 21 0 21
NBR 20 21 0 21
SBL 295 304 5 5 309 300
SBT 290 299 3 3 302 290
SBR 140 144 3 3 147 130
EBL 155 160 3 3 163 130
EBT 855 881 5 5 886 895
EBR 40 41 5 5 46 55
WBL 35 36 0 36
WBT 555 572 20 20 0-M 620
WBR 225 232 3 3 235 200
Sprague 8 Dollar
Existing Calculated New Site Pass By Calculated Calculated Used In
1999 Total Site PM 1999 Total
PM Backgrnd PM Trips Site Trips Trips Traffc Figure 10
N BL 190 196 10 10 2066-
NBT 10 10 0 10
NBR 70 72 0 72
SBL 15 15 0 15
SBT 5 5 0 5
SBR 15 15 0 15
EBL 10 10 0 10
EBT 2030 2091 10 10 -4101
EBR 15 15 0 15
WBL 35 36 0 36
WBT 1665 1715 10 10 1725
WBR 3 3 0 3
Weekday PM Peak
~
1
r
Washington State Eastern Region
De artment of Transportation 2714 N Mayfair Streei
, p Spokane WA 99207-209
Sid Mornson
Secretary of Transportation (509) 324 6000 `
.s
d,
May 26, 1998
Mr John Pederson F~►9
Spokane County Planning
1026 West Broadway Ave
Spokane, WA 99260-0240
Re Home Depot Retail Center Phase II
Dear Mr Pederson,
The Washington State Department of Transportation has reviewed the above prelirrunary
scoping traffic impact study (TIS) In review of tlus TIS our concerns rrurror those of
Spokane County We ask that the comments in the attached Spokane County Engineers
memorandum dated May 4, 1998, be incorporated before the final TIS is completed In
particular, we would draw attention to the following comments
• The retall bulldings A throuQh D are an integrated unit of business in one building and
could have the trip generation as a shopping center However, the two potential
peripheral retail pad sites 1 and 2 need to have a tnp generation rate respective to thezr
uses The two retail pad uses were stated in the Kittelson & Associates April 3, 1998,
scoping letter as a 5000 square foot fast-food restaurant with drive-through and a 5000
square foot bank with dnve-through
• The TIS will need to show the full turning movements at the site driveways for level of
service (LOS) and capacity calculations, not just the new added traffic
• In addition to the level of service (LOS) and capacity analysis at the intersection of
Sprague and Fancher a queuing analysis will need to be performed for all left turn
movements
• The location of the signal recommended in the June 1995 TIS will need to be
discussed including level of service LOS and capacity analysis We are also concerned
with storage requuements for left turns, and would like to see calculations for a
storage analysis
• An analysis needs to be included in the TIS concerning the benefits of coordinating the
new signal with the existing signal at the intersection of Sprague and Fancher
.r' Mr John Pederson
• May 26, 1997
Page 2
If you should have any questions regarding these comments please feel free to contact
Greg Figg or Garrick Bohnet in our Planning Office at 324-6199(4)
Sincerely,
MARTIN C WILSON, P E
Development Services r'-ngineer
GJB g,jb
cc James Colyar, Klttelson & Associates, Inc
Pat Harper, Spokane County Engineers
e-Cwut~it r~llT~f~l~
Project file 090-285-02D
♦
~
~
S P O K A N E s C O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A Johns, P E County Engineer Dennis M Scott P E, Director
May 4, 1998
Mr James Colyar, Project Manager
Kittelson & Associates, Inc
610 SW Aider, Suite 700
Portland, OR 97205
RE Home Depot Retail Center Phase II
I have reviewed the traffic information for the above referenced project submitted in your April 3,
1998, letter and have noted the following comments
1 With respect to the pad site trip generation, I would disagree with their incorporation into the
shopping center land use Based on the tnp generation rates for drive-in bank and fast food
restaurant w/ drive-through window found in ITE's Trlp Generatlon, 6t'' Edition, even with a
50% pass-by rate, there would be approximately 15% more weekday peak hour trips to the
project driveways than were shown
2 When using pass-by trip reductions, Spokane County requires separate figures for pass-by
tnps, new trips and composite/total site generated trips Please provide these additional
figures
3 The new driveway, across from the Eagle Hardware main entrance, has been constructed
and is drawing a considerable amount of traffic This new driveway should also be
considered in the analysis w
4 The relocation of the Heilig Meyers furniture store within phase II of the Home Depot site,
while perhaps not generating new trips, will concentrate more trips at the access points
These trips should be accounted for in the site driveway volumes
5 There is a considerable difference in elevation between the buildings adjacent to Sprague
Ave and the Home Depot store that is not depicted on the site plan dated June 24, 1997 Is
phase 2 and phase 3 still expected to be a contiguous part of the Home Depot site? The
pad sites would seem to need some fairly steep transition to meet the existing grade of the
Home Depot and other future buildings if the pads are not contiguous to the rest of the
development, then the assignment to those driveways off of Sprague would be different
I appreciate your cooperation and understanding in the length it took to review this information
Based on this additional information and the requirement for additional public review, I would
recommend further study for this proposal This study should evaluate LOS for the same
intersections and driveways as the initial traffic impact analysis In addition, your analysis and
1026 W Broadway Ave 0 Spokane WA 49260-0170 0 (509) 456-3600 FAX (509) 324-3478 TDD (509) 324 3166
♦
recommendations for location of the signai, as discussed in your preliminary information, should
be provided
Since the "Future B-3 Development", phases 2& 3, is required to go before the Hearing
Examiner, you may wish to consider a study addressing phase 3 also Your decision would
depend on the sponsor's plans and timeline for the phase 3 development, however, if it is
expected to be completed within five years or so, it could save the delay and expense of another
analysis, review and hearing for phase 3
Lastly, I would recommend that you contact Greg Figg of WSDOT and Lou Dobberstein from the
City Transportation Dept to obtain their comments I have also enclosed some 1998 counts for
some of the intersections in the vicinity of this proJect If you have any questions or need any
additional assistance from me, please feel free to bring them to my attention
Sincerely,
1~~ ~ .
Stephen D Stairs, E I T
Transportation Engineer
c Pat Harper, Spokane County
Greg Figg, WSDOT
Lou Dobberstein, City of Spokane
enclosures
lz~
<<Je. (T5A ~ (Cl ~a2~ C,~
C',AW
~ r
~ ~ • ~
,l-~
f,wti kee G1"
C~LS~ ZZc~
~~►L`~ ~'~tPS - ~.,s;-L
, ~tk 6
~ C,77t~
~ s~
'7S
_ - r ~ ~ ~ , i~-s ~.~.a,r~ •
✓ ~ ~ Q ~1
. -,c ~"J°4'
. ,
~ KITTELSON & ASSOCIATES, INC.
\ TRANSPORTATION PLANNING/TRAFFIC ENGINEERING
610 SW ALDER SUITE 700 PORTLAND OR 97205 (503) 228 5230 FAX (503) 273 8169
Apn13, 1998 Project # 1668-2
~
E90EER ~
Steve Stairs, Transportation Englneer ~0.. . . A-°
Spokane County Public Works
1026 West Broadway Avenue
Spokane, WA 99260-0170
RE: Home Depot Retall Center Pltase 2 Development, Sprague Avenue/Fancher Road -
Spokane, WA
Pursuant to your request, Kittelson & Associates,lnc has performed a preliminary analysis for Phase
2 development of the Home Depot Retail Center, located at the northwest corner of the Sprague
Avenue/Fant,herRoad iniersection in Spokane, Washington Specifically, this analysis covers the
following topics
• tnp generation for Phase 2 development,
• trip distribution and assignment for Phase 2-generated trips, and
• potential traffic signal locations on Sprague Avenue
Figure 1 shows a rrsap of the srte vicinity
Phase 2 Development
Figure 2 shows the most current site plan for the Home Depot Retail Center The fIome Depot store
(and a re-zone of the entire site) has previously been approved and opened to the public in October
1997 The area immediately west of the Home Depot building is proposed for Phase 2 development,
whlch includes
• Retail `A' Building - 23,345 square feet,
• Retail `B' Furniture Building - 45,000 squaze feet,
• Retail `C' Building - 11,850 square feet,
• Retail `D' Building - 11,850 sauare feet,
• Retail Pad 1- 5,000 square feet, and
• Retail Pad 2- 5,000 square feet
The specific uses for the retail buildings are not known as future tenants have yet to be determined
Potential uses for the retail pads include fast-food restaurant with dnve-through or bank with drive-
F1LE NAME H \PROTFILE\16681PHASE211668REP2 WPD
NORTH
(NOT TO SCALE)
0
~
g
cr
W
U
Z
~
BROADWAY AVE
, r w \
ry
r
SPOKANE
tn INTERSTATE Q FAIRGROUNDS
z ~
> ~ F HOME DEPOT
i ry ' RETAIL CENTER
\4 MAIN AVE
FUTUFIE ~EXI8TN0
DEYELOPA~NT /PHA8E 2~ HOME —
SPRAGUE AVE ~ oeaor_ „
° z n v EAQi ~
HARDWARE Z ~ W cr
2
3
Z Y o g
2ND AVE °
SPOKANE VALLEY FREEWAY
LEGEND
PUBLIC STREET SITE VICINITY MAP
PRIVATE ACCESS DRIVEWAY HOME DEPOT RETAIL CENTER-PHASE 2FIGURE SPOKANE, WASHINGTON ~
1
APRIL 1998 C
r ~
1668F00
~ .
S ti w~ ir ~ / M.C I I ~ qt u' ll
I ` ` r
I c.ru~n ~oe vN m~ae nKe~ I`~tr~
/ F / mUavaE ~ae, ~
~
L ~~bJ . ~b-~'~ b~E
e1u.s vtNOr
czr- , , ~ ' • ~ - ~a~,,,~
sino
per IL e HONE .2EPOT
I I~ ~CL•J..Q ~~tL!ILi~ ~JPOF2TIN5 600~ ' ' ~ i in.~ana Docr. 1 j I o~ wa.+ uu ~ (
~p{ I _ l0000 Sr ?OCbO Y 4$400 Y PtPTUL ~MA4 =u6 / , - o r mm o I ~ I
Q C. ~ :'1A1.= PUQNI ~ -WCwxowcc L e
I 'i8 = / ' ~ ~ J ~ ~ _ I Nb'AY ~ID70Y 7.!l195r 4p ~~OW 4 -tN51~~S npt LE~DI ~ I ~
IOOL hq CD
L14 J)
cf-1~1 ~ I
I _ I i I ~ ~ ~DSyu~ti , QI ~0 O~ Oi Oi OI OI
I 'C ULMOI S IG I A ar ns~ I I I i i
PNDPl.7tO1dM!!p✓Di l'f14 GfuJi bh ViA+PtkMll
a att loe O O o ~ I i I
~iL~C. ' 11►Z1 ~ - ~ ~ I ~ ~ ~ I T ' I 1~ I~/ ~
~i
'CO k"~Stio°t~t0 C~ C17 O O CD O cJ7 j
FAOf~ llnt ~ ~toinl IW4 Dd'01 V/JfK.NS.T. yS-y ~ o ~ I
r
n I
~
u n'0 L~27 e rn,w oe%u cr,~u
L-_ rtin?n r~ ~ I~ ~ ror yu~a~tv a woi„f ~ y
rN
~ + ~.1~0 F I -~-lR.1~W DtvLl p'r4 1 ^ ^ _ I - 4, ~ finTinir 1 _i'
OtOW7 OMiWC6
' e0rC OCPDi i 5tl.f-W
L- ws.ze.winnru - -LL
1u,~„M Chiu r~,C ~LON YON H~ gN UIIN.ILB
I I ~ 1
n.IOA EPqRIJY°. ..fi P~Cati'K0 haxtUlE c ~ I
p10.DJ4
e I I
~
PROPOSED S1TE PLAN
HOME DEPOT RETAIL CENTER-PHASE 2 t FIGURE '
SPOKANE, WASHINGTON
APRIL 1998 2 I&L
~ 1668f002
Home Depot Retai/ Center - Phase 2 Deve%pment Project 1668-2
Apnl 3, 1998 Page 4
through Currently, there is a furmture store located adjacent to Sprague Avaenue where the Retail
Pads 1 and 2 are planned to be built This furniture store will be demolished and relocated to Reta11
`B' building Thus, the relocation of the furniture store will not represent a change in the number
of trips generated to the site
Trip Generation
Estimates of weekday p m peak hour and Saturday mid-day peak hour vehicles trip ends for the
Phase 2 development have been developed from empincal observations at other similar
developments throughout the country These observations are summarized in the standard reference
manual, Trip Generation, 6th Edition (1997), published by the Institute of Transportation Engineers
(ITE)
The site-generatedtraffic can be separated into differenttnp types, such as internal, pass-by, or new
tnps Internal trips are those combined into one joint trip to the development (i e, a customer makes
trips to two or more facilities wlthin the same development) Pass-by trips are made by motorists
who currently travel on Sprague Avenue and Fancher Road (i e, from work to home) and, once the
on-site stores are open, decide to make a stop within the site These motonsts then continue on their
pre-existing route upon leaving the site New trips are those wluch would not have been made
without the existence of the proposed development These tnps represent a net increase in the total
number of vehicles at the study intersections
According to pass-by tnp data in the ITE Trrp Generation Manual, the estimated pass-by rate for the
proposed srte should be between approximately 3 5 and 50 percent (based on the average daily tra ffic
of Sprague Avenue and total square footage of Phase 2 development) Thus, to maintain a
conservative analysis, it was estimated that 35 percent of the total tnps would be pass-by trips Also,
based on the planned uses within the site, it was assumed that 5 percent of the total trips would be
internal trips between Phase 2 developments and The Home Depot store These pass-by and internal
trip estimates are consistent with the assumptions used in the onginal Home Depot Retail Center
traffic study (The Home Depot Transportation Impact Study, June 1995, Kittelson & Associates)
ITE (Institute of TransportationEngineers) Code 820, "Shopping Center", was chosen to represent
the tnp generationcharactensticsof all Phase 2 development The trip generationrates for ITE Code
820 implicitly assumes internalization of trips within the retail buildings and pads for Phase 2
development To maintain a conservative analysis, the individual pads were assumed as 5,000
square-foot shopping center space As mentioned previously, these individual pads could be
developed as a fast-food restaurant with dnve-through or bank wrth drive-through When
introducing a drive-through to the pad, the gross leasable space of the building will be reduced to
approximately 2,500 square feet to maintain the same number of parking spaces wrthin the pad In
comparing the trip generation of a 5,000 square-foot "shopping center" to a 2,500 square-foot fast-
food restaurant with drive-through or bank with drive-through, the total trips generated are
approximately the same Thus, the assumption of the retail pads as ITE Code 820 accurately
represents the tnp generation for the likely uses of these pads
Table 1 shows the resultant trip generation estimates for Phase 2 development
Kitte/son & Associates, lnc Portland, Oregon
Home Depat Retai/ Center - Phase 2 Deve%pment Pro/ect 1668-2
Apnl 3, 1998 Page 5
Table 1
Trip Generation for Phase 2 Development
Weekday PM Peak Hour Saturday Mid-Day Peak Hour
Building/ Size (sq ft ) ITE
Pad Code In Out Total in Out Total
Retail 57,045 820 210 225 435 315 290 605
A,C,D,
1,2
Retail B ' 45,000 - - - - - - -
Minus 5% Internal Trips 10 10 20 15 15 30
Minus 35% Pass-By Trips 75 75 150 105 105 210
Net New Trips 125 140 265 195 170 365
Notes 1 The Retail B Bwlding, a furnrture store, will not result in an increase in tnp generation since the store is merely being
relocated within the site
As shown in Table 1, Phase 2 development will generate approximately 265 new weekday p m peak
hour tnps, of which 125 will enter the site and 140 will exrt the srte Also, approximately 365 new
Saturday mid-day peak hour trips will be generated, of which 195 will enter the site and 170 will exit
the srte
Trip Distribution
The distributionof Phase 2 site-generatedtrips onto the roadway system within the study impact area
was assumed to be consistent with that estunated in the onginal traffic impact study for the Home
Depot Retail Center (The Home Depot Transportation Impact Study, June 1995, Kittelson &
Associates) To summarize the discussion in the onginal traffic study, the tnp distribution pattern
was estimated through a two-step process First, current traffic patterns were evaluated to deternune
the direction in whlch traffic flows dunng the weekday p m peak hour Second, the proposed
development's market area was forecast by zip code and analyzed to determine both the amount of
srte-generated traffic and the directions of travel Figure 3 shows the estunated trip distnbution
pattem for tnps generated to the Home Depot Retail Center
Trip Assignment
Based on the tnp generation and trip distribution of Phase 2 development, the assignment of srte-
generated tnps to the study area is shown in Figure 4 The assignment assumes the access driveways
along Sprague Avenue remain unsignalized if an additional signal is installed along Sprague
Avenue to serve the site, the assignment will vary moderately from Figure 4, as velucles vvill be
more likely to access the site through the signal Due to the lugh minor-street left-turn volumes at
the unsignalized driveways of Howe Street and McKirulon Road, it is likely these intersections will
operate at level of service "F" (based on 1994 Highway Capacity Manual) Further, based on the
expected number of minor-street left-turns, plus the existulg traffic makulg this movement, another
traffic signal (in addition to the Sprague Avenue/Fancher Road intersection) would most likely be
warranted under Phase 2 development Without knowing the existing volumes at the driveways,
Kittelson & Associates, /nc Port/and, Oregon
NORTH
(NOT TO SCALE)
0
~
~ o
W g
_ co
~~o
Z ~ 1
7% BROADWAY AVE
SPOKANE , 2°Io
V, INTERSTATE
Q i~ FAIRGROUNDS F
z
HOME DEPOT
= RETAIL CENTER
MAIN AUE
FuruRE EXIsrINcj
~ DfVELOPdEM PHA8E 2~ ~
o ~DEPOT_. °o
13 Jo SPRAGUE AVE 18
cl: N ~
cn
~ ►uawaRE Z 3 o g
~ z = r
Y / J
~
2ND AVE
SPOKANE vALIEY ~ FREEwaY
~
22% 00
~
r
LEGEND
PUBLIC STREET DISTRIBUTION OF
PRIVATE ACCESS DRivEwAY SITE-GENERATED TRIPS
HOME DEPOT RETAIL CENTER-PHASE 2FIGURE ~SPOKANE, WASHINGTON <
APRIL 1998
' ' 1 ssaFOO-i
'
°
a o v
iA N v v O
NORTH a M a ~
(NOT TO SCALE) 11m, j
(110)70 -0-4 10(15) (20)15--$ Ik- 55(75) ~ /
(-40)-25 ~ f-- 5(5) (-10)-5 ~ -zs(-3o) 90
a
0
BROADWAY AVE
I f ~ /
SPOKANE "
N INTERSTATE W o
Q r FAIRGROUNDS v
Z Z ♦
> HOME DEPOT ~ 10 10 ~
i RETAIL CENTER ~ ~
~
MAIN AVE ( 1o)1o"
Ln
FUNRE EXi6TMG ~ V
oEVELoP►~ PHASE HOME "
oEro1 r N av
SPRAGUE AVE ' ,
~
~ ' lE Zp N rKAR ARE Z0 0 v~
Y O
v-
2ND AVE c~ ~ 1
SPOKANE VALLEY ~ FREEWAYI 1 ~
VMN
I WLo Ln (40)30~
VN-
,4/ l~w *N t
(<5)<5~ ~ 20(35) M °
(40)35 25(35) M 00
iA N
(70)45 45(60) (70)45-► 45(60) (10)5~ w
~t
In U)
o~
~N
vM
v
LEGEND
PUBLIC STREET PHASE 2 SlTE-GENERATED TRIPS
PRIVATE ACCESS DRIVEWAY
XX - WEEKDAY PM PEAK HOUR HOME DEPOT RETAIL CENTER-PHASE 2 FIGURE pSPOKANE, WASHINGTON <
(XX) - SATURDAY MID-DAY PEAK HOUR APRIL 1998 4 ~
~ ~1668F004
Home Depot Reted Center - Phase 2 Deve%pment Pm/ect 1668-2
Apnl 3, 1998 Page 8
however, rt is not known for sure whether a signal would be warranted under Phase 2 or future
(Phase 3) development
Potential Locations for an Additional Traffic Signal
Possible locations for an additional traffic signal along Sprague Avenue are at Carnahan Road, the
srte driveway located opposite the Eagle Hardware entrance, McKinnon Street, or Howe Street A
signal at Howe Street (approxunately 800 feet west of Fancher Road) may be within the influence
area of vehicle queues at the Fancher Road signal Plus, a signal at Howe Street will most likely
serve Home Depot and Phase 2 developments, but not the future development on the west side of
the site The addrtional signal should predominantly serve Phase 2 and the future (Phase 3)
development vvithin the Home Depot Retail Center, plus the land uses on the south side of the srte
(i e, Eagle Hardware) Thus, a signal at either McKinnon Street, the dnveway opposite the Eagle
Hardware entrance, or Catnahan Road would be a better choice in terms of providing good access
for all existing and future businesses within the study area Overall, further study is needed to
determine the optimum signal location in terms of not adversely affecting progression or vehicle
queues along Sprague Avenue, while maintairung balanced access opporturuhes for all existing and
future businesses within the Home Depot Retail Center and those on the south side of Sprague
Avenue
Conclusion
The following conclusions can be drawn from the preliminary analysis described in this
memorandum
• Phase 2 development will generate approximately 265 new weekday p m peak hour tnps,
of which 125 will enter the site and 140 w111 exit the site Also, approximately 365 new
Saturday mid-day peak hour tnps will be generated, of which 195 will enter the site and 170
will exrt the srte
• The estlmated trip distribution pattern shows that approximately 56 percent of the site-
generated tnps will come from west of the site via Sprague Avenue and 37 percent of the
tnps will come from east of the site via Sprague Avenue Also, approxunately one percent
will come from south of the site via Fancher Road and six percent will come from north of
the site via Fancher Road These percentages are based on the current roadway network and
does not take into account the future I-90 interchange alterations with Sprague Avenue and
Fancher Road
• An additlonal traffic signal will be needed to serve Phase 2 and future development of the
Home Depot Retail Center However, without knowing the existing volumes at the Howe
Street and McKinnon Road access dnveways (were not counted for the original Home Depot
traffic study), it is not known exactly whether the signal would be warranted under Phase 2
or future (Phase 3) development (These counts will be obtained following approval of the
assumptions of this preliminary analysis by Spokane County )
• The optunum location of the future traffic signal cannot be determined without further study,
Kfttelson & Associates, lnc Portland, Oregon
, Home Depot Retal/ Center - Phase 2 Deve%pment Prvject 1668-2
Apnl 3, 1998 Page 9
but likely candidates include McKinnon Road, the access opposrte the Eagle Hardware
driveway, or Carnahan Road
I trust that tlus letter adequately addresses the preliminary traffic analysis for Phase 2 development
of the Home Depot Retail Center If you have any questions regarding this analysis, please call
either of us at (503) 228-5230
Sincerely,
KITTELSON & ASSOCIATES, INC
~ ~ra
~ 4~.-
James Colyar Bruce Robinson
Project Manager Project Principal
Kltte/son & Assoc/ates, lnc Portland, Oregon
\
04-07-98 OJ 39AM FP,OM kITfiEI.SON & ASSOC fi0 15093243478 P001/O10
t
DATE Apr 7, 1998 PROJECT# 1~iG8-2
' Kittelson & Associates, Inc.
Tranaportation PIan nInglTrofflc Enginoering PROJECT
610 S W Aidar Sude 700 - Portland OR 97205 NAME Home 1)epot 1'liace 2 - Cpruguc-/F'unchcr
Talaphone (503) 228-5230
~ FAX (503) 273 8169
F.mad infoQkIttaleon erm
• • ONCE •
TNIS IS PAGE 1 OF A 10 PAGE NAME &A Stc~v~~_~~tia ~
TRANSMISSION
OF Spokane Gounty Public Warks
1026 West Broadway A v`
FROiVi: Spokane, WA 99260-0110
jan3es U Gol ar
' ' • ` FaX (509) 324-3478
IN (:ASE OF INCC}MPLETE TRANSMlSS1Q,NL.PlEASE CALL OUR CQNFIRMATION NUMU9JJ,Q3l UQJ-Z:1Q
~
t7pdated IIome Depot l'hase 11 Preliminary TrafYic Study
Str;ve,
Tt1C dCVelUpei is icady to bo foitivard wtth 1'hasc 2 devclopcncnt 1l1t1VC UpdAtCd 1f7e preliminary troffic stuciy ta
rc(1CLt dir tuvst ,ccent sitc p)aii Thc only change to the prcvious sztc nlan wuk the 9».C of a fcw of the iccail
buddings As wa,y thc nian previously, cotild you plc,asc, distributc thls repoit to the aPproPri.ite peoplu Irom
WSDOT stid the C'ity fiir thcii rcvitw, then we can decide what furthcr study, if ony, need3 te) be donL Or il you
wuuld prefzi tltat i send the report to the City and WSDOT,,Jtist bivc mc thcir narnei and ta,\/phane number, and
I will soncl thciis
Thanks fur yuur Uliiz siid coopeiatton
Ortgiiircl lo fullow by maa!
rom Jarnes Q Colyar
NOTICE This communication mey be phvltegea orcontam a uivrn w►irtJailtx It i5 a prlvate messngo tc, lhc Rersoii namcd obovo
DO NOT PERMR AC{:EBS BY ANY OTHER PERg01d lf the intend4d reciDisnt i5 not currently or expvcted at tho loca¢ian wrtere
thio mvyoeqju wac, rccelved pleaee tolvpkono u~ immodiately sf eho confirrnatton iiumhpr ahnvp and mail uII pa4es of thi,
transmission co us 8109 adaress auove
, 04-07-08 09 39nM FRaM ktTTELsaN & nssoc Ta 15093243478 P002/010
KITTELSON & ASSOCIATES, INC.
TRANSPORTATION PLANN(NGlTRAFFlC ENGINEERtNG
~ UlU 3W ALt7C11 tiUirt 7QU rUn ILANU GR y/cuj (300) 2C8 3PJ0 rAA (Sv9) 213 u 10
Apn13,1998 t'rojec c# 1668-~
Stcve Stairs, Ttansporttition Engineer
Spakanc C'ounty l'ublic Works
1026 West IIroadway Avcrtuc
Spokanc, WA 99260•0170
RE. Iro►rre 1?epot Retail Cerrter Pliase Z Develvpment, Sprague Avenua/Fcrnc lier Rood -
Spokane, N'A
Pursuant to your rr.quest kittclson & Associates, Inc bas pCrforttied a preliniinary analysis for Phusc:
Z cicvCluNiltent ai the flome Denot Itetatl Ccntcr, located at the northwest corner of the Sprague
gvCllltC/Fistt6liei rudJilitCiscetian in lo'polcarlC, Wa3hington Spocifionlly, thti' analyEio covars the
fulluwitlg topics
• uip gciicr<<tion for I'hase 2 devclopment,
s uip distribution vid assignment for Phasc 2-gcneruted tnps, and
• potcntial iraffic signsl lacations on Sprague Avenue
Figurc 1bIiows a map of the site viciruty
Pbase 2 DrveluNwt-nt
Figure 2bliows the itiust cuiYCnt site plan for the Homc. Dc.puc Rci«d C'entet 1'hc I Iom%. pcpot storc
(dncl d rc-cu2ic uf ilic cottie stte) has prcviously bccn approved nnd opened to tile public in nctober
1997. TItC tuCn iiiucLcLllUtclr wCit uf tlic I Iomc Dcpot bu:lding jo propoaed fos Ph.srw 3 dovo]opmQizt,
bvhic,h inc.luclea
s Retail `A' Butlding - 23,345 squaie fcct,
• Reta+l R Furniture Builcling - 45,000 squarc fcct,
• Retail `C' Building - 11,850 t.quare fcct,
• Retatl D' 8uslding • 11,850 byuarc !'ccte
• Retall Pad 1- 5,000 ayuaie feet, aild
0 Retail Paci 5,000 Syuare feet
The specific uses fvr Lhc rcteiil Luildings arc nat known as future tenants hade yet to he determined
PotenUai uws fur the rcttul pads includc fwa-fuud mituujault wlth dnve-through cir banl, witli dnve
I'!LE NAMF Fl \PRUlltlt 1%IGGB~PflnSLZ~t668RCP2 WPD
,
(
0
.w
. . - - o
, . . . ~
~
c--,)
oo
~ o
c~
' (qOT N10 SGLE) ~
>
~
~
0
c ~
r
~
a
r
L N
O
BRaAOWAY AdE . ~
T ~f . .
rt
SPBU"E'4
IMERStATt'
.=f~IrRCROt1NtY5 ~J_~~ IF~l c,
7a~ • t
HOME DEPOr
_ . , flETAL CENTEA
~
~ , ca
. MAin avE
CT~
RTUIE ~
Sf~4AGUE Avf ~T ,
A ! ~J
UME z C 1~!1 ~J1 ~
Z ~ l 00
YND AVE a °
~ SPOkANE VAI.EY rREtWAr
- ( .
~
~o
0
0
w
\
0
0
. . . . . • _
LEcErvo
PueLlc STREE_'- 51TE VlCINI TY MAP
- FRIVATE ACCESS OFPJEYVAY HONE OEPCT 4EtAIL CEPJTER-PHASF 2 FIGURE T Sr'OKAN" vrASHINGTON ~
AQRtC 1998 ~
166fiF0Al
~I r
O
1
L~
O
(_l
V1
C=J
~
~
~ I.i~:.:~ . «~t"~ _.w~_~• ~ 7c-f
c-~
y I F I t
1
il i._ . . . , . _ . ' ~ _ ~i.~i~.r.►,aw~ ...ti ~ I ' ( rn
I I - • ; ' ~ . - ~ . A i. ' ..t
:11%
- _ w..a•o..~c 7!.C~ FL.'~ . ! h v"'
...w r.r
( M ~t ~1 ~~A3 w ~ _ ~ ~ ~
_ u~~. . toaoi v ' , ~w r. lCtS Ql!!► ~ ' ' r/ 1it► - r~.. ~ ~v , ~
I . ' '~,~i' ' a.t .Y1~G.: , iN • 1. ='1 ~rl.tierOlh
` _ ~ 1J✓ iMDY Y•~ Z "'j4~MVi~ 1 f_\
I /
( P - - _ - - ; .~.~~ep C=..~;.~
• «
~ ~ ~ ' ' ' _ _ 1~~'~~~~~ ,--rNFF!~~►MII~4rI.♦ '
'~--~rwrrna~~w ~•~,~a~►.M~a+M~ ~
w r l'► .
¢ Q
w d I -=f
U O
~
I~ Til ; 'u QJ I [i]] 7n G7 C m O
ex IlLllllblll [~'y-
11^.h - \ -~l ' ;~~t~l ~w _ ~ K•,~ ' ' . . , , ( .
~ ■ ~ } ~ ~ ~ ~ ~_~~~w~/~~~' ( r~
+_.+v °.,:~--N=-eu isw. ~d ' + , r ' : ~a~n~..«e,~~__.____....f,_~___ .c
~ ~ , ~ ' ' . ~ .yr .
~--6•ILR-1ti-b U-d-A-4 ~`.r- - - - •
f'' i • ~ 1 . ' - ~ _ . . _ •----r. r.. c~o
ca
t ii ~ ~~...a..,•...,, w`•'w`~.~~,w`.~.. ~ ~
~
o
C,,
~
2 rtfC ~ 1rr"~:
PROPOSED SiTE PLAN
HOME DEPOT RETtiiI CENIER-PHASE ~ FIGueL
Sz',a<,aNi, waSHNG-ON
APRL 1998 2
16F.A~0~:
04-07-08 09:39AM FROM KITTELSON & ASSOC. TO 15093243478 P005/010
H0770 Orspuf Rdlai/ Cviilai - Pl,abw 2 Oavwrvytr,vnl Piv/cn:l: 1868-2
April 3. 9998 PaQe: 4
through. Currently, thete is a furniture store Iocatcd ndjncen4 to Sprague Avenue where the Retail
Pucls lanc! 2 arc plruul ul tu bc built. 'I'his fumiture storc wilI bc dcmolished and relocated to Retail
`B° building. Thus, tht: relucnLiuii uf the furniture store will not rcpresent a chanbe in the number
of trips geaerated eo the site.
'frip Generation
Estirr►ates of wgekday p.m. peak hour and Saturday mid-day peak hour vehicles trip ends for the
Phase 2 development have been developed from empirical obsenrations at oiher similar
develapmentS throughoutthe country. These observations are summarized in the standard referencr
manual, Trfl) Generatinn, bth Edition (1997), published by the Institute of Transportation Enginetn
(1TF..).
The site-geneTated trartic c.an te separate.d into different trip types, such as internal, pass-by, or new
TriPc, Internal triP< arF thnce enmhined intn nne joint trip lu the dcvcloptrletit (i.e.. a custoaner inakes
trips to two or morP facilities within the same cieveloPment). Pass-by trips are made by motorists
who ciirrenelytrnvel nn Xprneue Avenue and H'ancher Road (i.e.e from work to home) and, once the
on•site stores are oren, decide to make a stnr within the site. These anotorists then sontinue on their
rTp.eYictine roiitP iirnn fPaving the citP NPw triPc are those which would not have been madi;
euithout the existerice of the proroced develnrment. These trips represent a net increase in the total
number of vehiclcs at the study intersections.
According to pass-by trip data in the ITE Trip Ge»eratinn Mamial, the ectimat.ed Past-hy rate fOT the
proposed site should be between approximAtely35 and 50 Percent (ha.Sed on the avetage daily iraffic
of Sprague Avenue and total square tootage uf !'hase develnrment). Thu.t, to maintain a
conservarive analysis, it was estimated that 3 5 percent oti the untat trips would be pass•by uips. Also.
ba.ced on the planlied uses within the site, it was acc»med that 5 Percent of the total ttins would bc
intemal trips betw~~.en Phase 2drvelopmenty;ind'I'tie Hanle llepot storc. Thcsc pass-by and intemal
trip estimates are consistent with the assumptions »ced in the original Homc Depot Retail Center
traffic study (Thc Nomc Dcpot '1'rnrrsporlalinn Impac1 ltudy, June 1995, Kittelson & Associates).
ITE (Institute of Tr2nsportationEngineen) CodP 820, ".1.%hnPrinr, (lPntPr", wic rhncen tn rnPrecent
the trip generation characteristicsof aIl Phase 2 development. '1'he trip generation raiee fcir 1TF C:ncie
` 820 impIicitly assumes intemalization of trips within the retail huildings anci radc fnr F'hicp >
development. To maintain a conservative analysis, the indir+irli~al rac~c wer~ as~um~d S,C10n
s9uare-foot shopPing center space. As mentioned previotisly, thesP incliv;ri»al radc collld he
develaped as a fast-foud restautant with drive-throtigh or hank with drive-through. wheri
C/ v introducing a drive-through to the pad, the gross leasable spaee of the btiilclinE will ht! reduced tn
W S~ e44`11` approximately 2,500 square feet to maintain the same numher nt' Para i ng sPaceti within the pad. In
eomparing the trip generationof a 5,000 square-foot "shopping cPncer" to a:Z,50f1 square-focit fast-
p~ 5v
food restauran[ with drive through or banlc with drivc-thi-oiigh, thc total tnps gcnerated arc
approximstely thL same. 'I"hus, the assumption ot' the retail pacic ac !TF Code 820 accuralCly
aeprescnts the trip seneration for the likoly uses of these racic.
Tabla 1-Qhowc the recultant trip generation PctimatPC tor Nhase 2 develoPtnem.
elitralson & Associatas. Inc, no, dand, o.agon
04-07-08 01:30nM FROM KiTTELsoN & nssoc: To 1509324.3108 P0061010
Karre D&Pvt Rata'll Contct -PJrrss-w 2 pf►vr~fuy~r~t~+~rt F~I~r loaq-P
Acr# 11998 ~a4e: 5
_ Tablc 1
Tr1p reneratinn.for PhRSe 2 nevelnpment
. Wcekday PM Ptak Huur SaturJ,Ky MiJ-Day ftiek Hour
Building/ Siu (sq.R.) ITF - -
Ped Code, In Ont Total 1n Out Tot91
Rcmil 57.t}45 820 2l0 f 325i 433 / 3,15 290 GOS
A,C,D,
l1
Remil B' 45,600 - - - • - - -
Minus SWinternal 7lrlps 10. 10 ZO 13 tS 30
,
M(T1U5 350/6 Pa55•By 71'1pS ~ 75' 75 110 103 ~ 103 ~ 210
Nrt Ncw ?rips lZS 140 265 194 170 365-
Nutru: 1. T.ho Rviail 6.•Bupding, u lumituro stote. will rot mult in'.un inbrcwx in trip scneratlun.sincc tlia storc i:mCrrly bcfng
relncatai within thecitG.
As shovvn in Tabic l, Phase 2 developmentwill generate approximacely 265 new weekday p.ni.-peal:
hour trips, of which 125 will enter the site and 140 will exit the site. Also, approximatcly 365 new
Saturday mid•Qay p,eak hour vips.will be generated.of which 193 will enter jlie sice ana i 70v~qll exit,
the site.
1'rip Distribution
?he:distribution of Phase 2 site-generateduIps onto the roadway system within the study impact area
wae'assumed to he concistent wirh,that.estimated in the origina! Zr3ffc;impact study for the Home
Depot Retail Center (The Home Depot Trunsnortarion ,TmpQCt Study. June 1995. Kittelson dt
Accociatec). To,Summari7z the discuccion in the nriginal iraffic sCUdy, the tTip, distribution Pattern
wes estunated through a two-step process. rirst., current traffic pattenzs were evuluated co determine
the directinn in which, traffic flnwc during the weekday p:m. peak hour. Second, the proposed
development's_market area was forecast by zip code and analyzed'to determine both the:.amount of
cite-generated traffic And the direetinnc nf travel. Figure 3 shows the:estimated uIp di:Stribucion'
pattern for tlips generated t,o the Home Uepot Itetail c::enter.
7'rip Acsignment
FZaced on the triP generstion anii trir dirtrihutinn of Nhwe development, the assignmQnt of :Site-
generated trips tn the smcly area ic chnwn in Fie»re 4. The a.gcienment.a.c,;ume-,the acce~,,tlrivewaye
alon&,- 5pragiie Avenue -remain` unsigna lized. lf an adciiTinnal sienai is inctillc-~t1 n1nng SPraeitr'.
Avenue tn serve the site, the accignment urili vary moderately fYOm Figurz 4. as vehie:lcs will be
moTe lik-ely to,acr.ecc thp Site thrrnigh the sie.nAl. T7iie to the hiah minor•street lefl-curn volumes at
thp uncignalized deiveways of Hnwe Sneet and N1cKinnon-Roacl, it is likely thetie interscctiotYS will
operate.at teve l ni. cQrvir.ca, "F"(hosei1 nn 1994 HiphwAy (:Firaciry ManuAl). Furtlier, hased on the
cxpPC.tec1 ntimherof minnr•streetlefc-tums,plus the existing flraY3ic making this movement. another
trafYic signal (in additinn tn the Snragtte Avenue/Fancher Road inteTSection) would mc►st likeiy be
warronted-iinder Vhase 2 development. Withouc knowing the c:xisunp, volumcs ut Lhr clrivcwavzi,
K/tte!son 8 assoc,eres, fnc: varr~e~o, CZnogan
O.
~..7
i ~
~
V
P1Dpi10
(N01 '10' iCALE) y
. W
~
~
0
x
ae wroo,
y
qv
C N
F ~ BR011DYWiY AVE ~
'r%j"r,rf-'7:~ff'~~~7:1'~.lK.-`~qr.~
~4
/0"
I .Y~:~3:^. Y:.a•`t'•y~.~~,p?;;:
,'~.'.L~' f:~ ~~e~r r: •J y.; ol ' V'~
~~~'yi:.:''~r^.4'
~Y-i?~r h:~.,;,t:.»~i• ' ~ ~ ' ?r . C/1
a ~ ,'''::lNPERS1AlE'.;~,~ ves~• , O
FAR
~~a,• • ~?~'N~-~ ra;: , -HOM9E DERO'T,
RETAfL.CEARER ~
WWi AVE ~ o
0
~
V
93°1,
spRacuE Nh
~W-DWAK
, 2ND AVE'
~ ~t~+►n
~ - _ . spo~+t . ~~al~~
et~,
22% C-~.
~
Q
i o
~ . _ _ . ~ - _ - _ _ - - ~ - . - - -
LEGE"D
oIsrRIBuTIoN oF
STRE ET ~
?UaL1~
:5RIv~~TE ~+CCESS DRi~~fWAY SlTE-GEIVERA~TED TRIPS
- ~ - -
~ 1-Oa1E C?EROT RETAIL GENT,ER-PHASE 2 FIGURE~ ~
~PCKANE, WASHI,V~T.ON. Z
APRiI 1.998 J
_ ~ - - - - ~
i ~raFts;
N5
~ i
~ . - c~
~ o
o
L1 w
a gn
a M ~ ~
N06tM 1 ~ ~ ~ ~ ~e~ ~
(kOT ~0~ SCaIE) ,S , p
ia(~~(s)s) \ ~io'~s~ 4- -~z~' 30 ~ I 90 ~
~ ~QPD'N6Y AY:
~'I ",•'Y•' ~•~,'a;•..~:;4: +i{~~ ) ~ % N
Jj~;i s:a• ~ OL ~
.'S,j:'`„jvl.'~:'`:ti•k}~''``7,`,ie`*:cr,' ..O
'"~`~F~.::.~~~.,,///'~~~1' : • OC
Y~
~ Nn~~sraT~': ;.N,
f.:~•~'~FAIFSoROUiVOr',r,~--,';r,:r~~~:,:~~ ~
HaaaE oEPor
j~.+~~~,1.^i~p.t.t .'n:•Fi''~~;:n~ Q
'-~~-.:;~f.~:~,.~,.:'•".. flETAL CEINTER1 ~ (tio)'lo-N ~
; tV~~~~ •Z~ ~
MAId AYE . a e~
CIEPO_
0R4GUE AVE °
q~ ~7 .
a
~
I7
. , ~
a co
2ri c aPE: J - I
I ~
~SP4KA~dEY~l:IEY fREE) PAf
~Xnu
~p
s;
4-25~0
i (70';45-$ 4-15(ED) ~ r(7Ors 4"'45(60) ~ • ~
nn
~ .zs ~ o
• -n
7n
' - -
~ ~ - - - - . Y • .
LEGEN3
FHA5E 2 SIrE-GE'NERA'fED TRIPS.
pusLI.c srREE1 l ,
ACCESc ~i(?aVEIIJAY o -1~1AE DLPOT RETPIL , NENTER-PHN~E 2 ~CUflE
?R~IATE • ;?pKAPIEf wASHIriGTQ 4
X 1' 5e8,004
M i EEK D.~Y ~-hS' PEA~ NCv~ ~Ri ti939
SA"URphY t~li)-dAY, PEAK HOUR
+;yX) ~
U-' _0 7,-98 09:: 500 FROM KITT£LSON A5S4C. TO 15.0l324.34.78 €'0O 11002
-
UATE: Arr 7, 1998. NKUJtL,* r# 1668-2
~ Kitteigon & Associates, Inc.
+ Transporca' tion Nianning/Trafflc Englneenng FROJCCT
T~ka w;Q ~sao~s .7000 • Rc+nc~M, AR 91Z05 N/~y1E; Honse Uepot Phuxe 2- Spr,esuelFunci~er
' FR7C (603).7l3-81by
E.mefl: inloQk~telsan coR+
TMIS IS PAGE 1 OF A >6RAGE NAnnE- Nir. 5teve Stairs
TRANSMISStOIN PF: Spnknne c,aunty Public Works
!0'~~b Wesl 8cuuclway Avr.
----:.1
Spokane. W.4 9l_
~ 7 hU-0I 70
Jarrir~ D. Cnlyar
FAX:
~ . (5019) 324•3478
IN C4SE'01: fNCOMPLETS, ~►w~~icclON PLEAsE.CA.LLOUR.CONFJ,RMATION NUMBER; (503) 228-5230
: -
Updutcd- Homc Depat Phase 1I PreliminaryTraffic Study
S~ev`
The drvriUprr »r r0 te~,w;1't2lward with Piiasc 2 deveiopmznc. [ havc.updhtci~jhcprcliminaiy craffic :+cuc~y tv
reflect che most rec;rnc sicr plan. itr ralwige to the prcviqus-5it an was thz:.size of a. few of thc rctail
buildlngs. Aa was ttir plan prcviuusly, '~:uu1J yuu,~~~cs%:~ thia rcport tv thc upprvpriatc pcoplc from
WSDOT and ttie City fiir cheir rcview, [1irtl.wc Cait decidc what furthJ s tu.,-e~€,agynecds to be don~;. Or i t you
v+rould"prc2cr chat 1 sc:nd che cepoQ,.t City uncl WSDOT, just biYc iile thcir nanics znnd_E~c/phonr numhec; and
I will send chem. T. l,, le a cil
ey
Thunks f~ tlme ajtd cooperatiun.
•
Original to follow by mail.
Brom: Jam03 D. Colyor
, NOTif:¢! ThiR cnmmuntulbn niay bwomritegeo orcentain a Cilent oongdencO. it +s a pnvate messeqe ro tho perso~~ ntimea aoove,
00 NOY t%ERMR ACCE6S 8Y ANY.OTH6R PERSON., If the -mten!i,4d raraitipnf.i.; nnr curremly or ekvscted at the ter,ation where
thas,message wes, ceC8iv8d, piease c~jtj~huritt us iqtmadietCty t1t IhQ c.anlirmotlon numbW 36ove, and mall :dl pagws of thts
tranaminsion to us 3t the address aoova.
i
04-07-08, 00; 5OtU44 FPOM. KITTEI.SON b ASS4G, 'TO 15093243478 P002; 002
,Hame Da,po! Qetali Cantar - PhRSe 2 Develol?ment AroiooP: f 668-3
Avril,Y l99@ - P8$e_8
hawever, ft is noc known for sure whrthcr azignal would b€ warronted under Phase ? or future
(phase 3) development.
Putential Locations for :in=Additinna! Traff'ic Signa!
Possiblc locations Ior an Additional- ttAthc 'sisnal alongSrrague Avtnur erC al Ccu'n,ahan Rodd,the
site dciveway locatad opNsite the EaglP Hardware enuance. McKinnuu 9tr,cct,. or I towe Strect. A
siSnol at Howe Ctraet (appmximateiy-100feet west of Fanchet Road) may W within the influencc
areu of vohicle queues at the Yancher Road signal. Plus, a signal at Howc Strczt will most likely
strve -Horrie Depot and Phase 2 developments, hut not the flutute clrvclupinent on the west sidc of
the site. The sdciitional signal shotild Predominantly serve Pha$e 2 and the futurc (Phose 3)
dcvelopmentwithiti the Home Depot Ketaii center, plus the land- uses un dic soudi sidc of the sitc
(i':c., F,ogle. Hardwsve). Thus, a signal at etther MeKinnon Street, lht drivcway uN}ivsatc the Eagtc
I Iardwarc encrance, or Camahan Road would be a hetter. choic;e 'in ietms of pruviJing good access
for all existing and f'uture ,businesses within-the sr:udy. arca. OvciaU. furtbcr :study is: ijo:ded to
dctcrminc the optimum sign31 loeation in tertns of nnr. adversely aPfeccing prcigl-Css;ciii or vcliiclc
.queucs along Sprabnun,Ave0ue, wliile maintRininC halanced access oppottunities ~ fnrnll existing-.and
future. businesses within the Home Depot Itetai) f.'entet and lhose on chc suutls sidc of Spraguc
Avcnuc.
ConclusioQ
Thz following conclusions can be drawn from the Preliminary atlaZysis clescribcd icl tltis
ciZCtnorandum:
?,lo S -ow
o Phasc 2&-veIopmant wii! Senerata appro.xtmately LtM Weekday p.rti. ucok ,u w~wys, of
whic.h bg~-will enter the site and 140 will exit the sitz. Also, approxisriatclv S3cwday
mid-dny peak hottr tripa vW1 be generaced, cil' which 195 w111 cntct the yitc: ar,J ~k~ will cxit
the sitc.
m The cstimoted. trip distribution pattem: showc that appioximately 56 pc,vzne of thc,site-
gcncratcd trips Wil1 aoma frorn west of the sitP via ~praguB Ave11Ue S11d 37 pitt;ral (if t11c
trips will comc from east of the site via Sprasire Avenue. -Also, approxin:aLcly ane pcTCCnt
will corne from south of the.site via Fancher Road and six pereent wIll camc lruirl,.11un11t of
the site'vifi FtineherRoad. These-percentagesRre hiLsedoa the Cumnt ruaelway.network and
docs not mi.c into accaunt the future I.90 interchange alterations with Spraguc: Avctiue and
ranc}ier Road.
: • An additiunul traffic signal -will be needed to sen►e 1ihaSe'2 and fuLtu-e dcvClopmc.-nt ut tlic
:Homc nepot Retaii Center. Howevec, without= (cnnu,ring the exisiing vaituncs di tliz Howc
Street and McYCiiinonRoHd access cirivcwayc(wcrc not counted for the origin:i! Hwue Dcpc>t
lraffic study), it is'not lrnovun exactly whether the MLmal would be warrs«tcJ -undcr Fhasc 2
or fuwn: ( Phnsc 3) devclopment. ('fhese cnuntc will b-I Ohtained fo)Iciwiri6 approval of',thc
assumntions of this preliminay anal.ycir, hy Sp,okdiie Count})
o 'I'he optinium loc:alion ai'the fiinirecraffir sienal caruwt.be dctcrmincd-without filrclier study.
Klfte/son 3 ar.^•oc~bres; Inc. p•~,x.,v orar~r+
14-07-08 00:30AM FROM KI1`":EI.SON & ASSOr-, i0 1E093243416 P~~~!~~1J
. ~
t:l
/
Hdn6 Dlppot Rtte1! C9y7!'er _ Ph11M ? LhW4WWf
6eti 3' lo" • v
however, it is nut kuuwct for surc whcthcr a signal would bc--vrtu'Tantcd-AWdCr Phasc ? oI futun_ -
(Pha3c 3) dcvclopmcni.. !
Potrotial Locatiuns for an Addltional Trafiic SiQnai
Pocsi e locations for an additional traffic signal along Spraguc Avenue am at Garnahan Road, the
sIte dnwaY located oPPosite the EagIe Hardware cntranc:r. Mc:Kinnon Strrct, ur Huwc Street. A
signal at ~we Streec (approximately 800 feet west of Fancher Road) inay bc within the influence
area uf vehicle queues at the Fancher Road signal. Plus, a sienaI at Howe Street will most likely
cerve Home Depmt and Phase 2 developrnents, but not the future developmcnt on thc west sidt of
the siu. The Wditional signal should predominantly scrve Phasc 2 and the !'uture (Phase 3)
developmentwithin the Home Dcpot Retail Ceatcr, plus the land usrs on the south siiie of the sitc
(i.c.. F.aEle Hardwa}m. Thus, a signai at either McKinnon Screec. Lhc cirivrwav uppositC Lhe P.agIc
Hardware entrancc, ox,.Carnahan Road would be a beaer choicc in tenns of providing good access
fur tilll cxistuig aiicl futvre UusIncsscs wlthhi thc study arca. Ovcrall, tluthcr scudy is nccdcd to
determine the optimuin " locadon in terms of not advcrsely aflfecting pro~,~ression or vchiclc
queues along Sprague Avehw. while maintaining balanced access opportunities for all rxistinQ and
fiinire himinessec within iheliome Depc~t Retail Ccnur and those on the south sidc of Sprague
Avernte.
C'ODCIU4iAn /
T'he: fnlinwine conclusionc can he ~awn frotn the preliminaty analysis described in this
memora.ndutn:
~
0 Yhase 2 dcvelopmcat wlll generate a roximately 280 weekday p.m. prnk hour [rips, uf '
which 140 will enter the site and 140 wi cxit the site. Also, approximacely 390 Satwday
mid-day pr,ak hotv trips will bc gcncratcd, o\I~hich 195 w1I1 cntcr thc site and 195 wil l cxic
the site.
0 The ectimAted trir diMrihution pattern shows that.approximately 56 percent of the sitc-
genPrmPd trir.a wiil cnme frnm wtct of the site via S'pFaeue AveDUe and 37 pcrcen[ of the
tr;pQ will come fmm east af the site vla Sprague Avenu&, Also, approximately one percent
will r.orne from anuth nf the cite via Fanchet Road and slt ent will come from north of
the cice via Fancher Road. These percentages are based on curtent roadway nrtwork anci
rioer,nm tAke intn Accrnunt the future 1-90 interchangc alteratida.s with Spraguc Avenue and
FAprher Road.
• %An aclditirnal traffjc cignal w111 he needed to serve Phase 2 and fut r: dcvc;lupmcnc uf ihc
Home llcpot Retail C'enter, Hnwever, without knowing the existing ks,)lumes at the Howc
atrtt.t and McKinnnn Koad atcess drivewttys(werc not eounted for the o (nal liomr Depac
traf3ic study), )*t ic rtot knnwn exactly whether the signal would be watrant under Phase 1
nr futurr (11hace A) developmcnt. (Mese cottntc will he ohtained followfnC axlrovai of the
as-,umPtinnc of this preliminary analysis by Spokane CounLY.)
• The optimurn location of the future trafflc signal e:wiiiut 1:►e determincd W ichouc i'urcher scudy,
Klttol..5on Assocletes, inc. ~
04-07-98 09:39nM FROM K1TTELSON ~g ASSOC, To' '15003243478 P010!010
,
~
~
' alome Dspat A'eteii, Csnter - PhBSe 2 Osti!e/avrnent PrtrJar9~; rR~.~ I A~l t S~AB Fapa: 9
i
~ but Dikc1y candidatcs includ'e McKiiu,oti Rudcl, thr dcc:rss 'opposite the Eagle Hardware,
drivcwaY: ur Catmahan.Roaa.
I trusc that this letter-adequetety addresses the preIiminary traflic anaiysis for Phase 2 clevelapment
af-the Home Depot Retail Centcr. 1f you have any questions, iegarding this analysis. Ple2w call
either of us al (503)228=5230.
SincerelY,
KITTELSnN & ASSOC;IATFS, INC.
~
James tolyar Bruce.kobinson
Pmject Manager Project Principal
fC/R91SG!/1 &.A~-SOGQiQS, Ir1G. f1~rt/Qnd, O~gon
F~om: Stairs, Steve
Sent: Thursday, Octobet 23, 1997 9:53-AM
'To: Ha;rper,,Pat.; Dobberstein,' L-ou -City Traiffic
, Subject': FW: Home Depot phase II traffic study -Reply
FYI
~ Firom: James ColyarjS~flTP:jcolyar@kittelson.com]
Sent: Monday, October 20, 1997 111:31 AM ~
, To: Stairs, Steve
= Subject: Home Depot:phase II traffic.study -Reply;
Hi:Steve,
I hop.e you had a- good vacation - I,know that its,good to:get out of
Spokane onceAn a while. I, just wanted to.let you know'that the Home
Depot Phase 2 project 'has. been put;:on hold, pec the- request'of; the
deVe(oper. I'm'not sure if y,ou knew that or; not When w.e rec.e.ive word
to proceed again, I will.notify:you and weican".schedule-a meeting..
Good luck with everyttiing.
- James:
WaShU11g$001 5tate
Departmehto~ Ti~;a,Sportatlon. Memorandum
oate: September 17, 1997 From: Keith Martin/Greg Fi ~
Phone: :324-.6199(7) _
sub,ect: Fancher: Home Depot
Expansion
To: Bn.ice Robirison,, Kittelson and Associates
Steve Sta.irs, Spokane County Lou Dobberstien, City of Spokane
A$er reviewing the September 12'' updated preliminary traffic analyses for
the above development the Washington State Department of Transportation (WSDOT) has the following -comments: .
1. In addition to the Phase 2 site generated trafEc'volume slieet, additional sheets need -to be included that show. the total .driveway volumes with,
Phase 1, Furniture Store, and Phase 2 as well as a sheet that shows the:
total driveway traffic -along with the expected Sprague and. Fancher
traffic.
2. Due to the differences in the utilization of the access points created by
, tlie acquisition of the Self Service furniture store, we woutd ask that
level of ' service calculations be performed at -these -access points. The
-affect of the center two way left turn, lane on Sprague -Avenue needs to
be considered in these..level of service calculations. ~Additionally, we
would ask that a queuing analysis be performed at the Sprague and
Fancher Intersection to determine if the left turn, storage -pockets -are
adequate.
3: A discussion in the study is, included about the pad -sites being -used as
fast fo..o.d sites in the future. Further discussion is needed in the analysis
to document an equitable exchange of square footage based on' the trip
generation rates for fast food restaurants and shopping centers.
4. The ; placement of -an additional traffic signal on Sprague Avenue will
require that it be coordinated with* our Sprague and Fancher
-intersection. An analysis of this signal coordination vvill need to be
provided as part of this stvd.y.°
We woutd ask thatAhe above analysis be. provided.'for our review before- the
revised traffc analysis-- for this site is accepted. If y.ou should have- any .
questions please do not,hesitate to contact myself or Keith Martin in our
planning. o.ffice.
QOT ~740;008X
Re+'is..~ 6192
09/12/1'997 10:40 5032738169 KITTELSON AND ASSOC PAGE '01
~ , - - - - - - - _ ~ ,o , - ,
DATE: Sep 12,1997 PROJECT#: 1665-2
~ <-< Kitte9soe~ & Assocaates, inc. Tran"sportatlon PlanningR~raOtlc Engine:ering PROJECT
510.S.W. Alder; Su(te 700 Ponlend. OR 97245
Tefaphone: (503) 228=s23o. NAME: Home Depot Pfiase 2- Sprague~flncher
FAX (503) 273-8169
E-matt; infoQkittefson.com
_ .
-,u- ~ .
TIiOS tS PAGE 't OF A 10 PAGE NAME: ~ W.`-Steve`Sgairs;
TRANSfVIISSION -
OF: Spokane.County.Public VVorks
L~~- 1026 West Broadway~ -
~ve.
James-D. _Col ar Spokane, VVA 99260-0170
- ~ FAX; (509) 324-3478
'IN CASE OF 1PICOflltPLETE TRANSfVlISSION PLEASE CALL. OUR.CONFIRMAT10N NUNiBER: .(503) 228-5230
e
I~
Updated-figure for.Preliminary Traffic Impact Anal.ysis
Steve;
Attached is the updated _Figure 4 fot the.preliminaty, ttaff c_ impact analysis for Phase 2 of the. Home Depot Retail
Center. The rest of the report:has not changed. Please insert the new Figure 41nto.the report I sent a couple days
ago. as I said in my e-mail, Bruce aad I will be in town next Wednesday the 17th and would be available to, meet
between 2:30-g.m. and 5:00 p.m: Could you 'please ask the appropriate people from the City aad WSDOT_ if they
are availa6le at this time. Or, I could ask them and fax them a copy of the report personally. If. you would Iike me
to do this, just-give~me theit names,.and.tax/phone nurnbers:
Thanks for your time and cooperation.
Original to follow by mail.
1~2
From: JWes: D: Lolyar
- - - - NOTICE: This communiGe- Uon may be ptwAeged or,contafn a tltent confiQenca. It is-a privato message to ttie per3on named
aDove. 00 NOT PERAAIT ACCESS BY'ANY OTHER PERSON, .If the intended "reclpient is,not currently or expected at the
location where thls, measage wasreceived, please telephone us immediately. at'the conflrmation number ebove, and mail;,e11.
pages of thls,transmiasion to us at the address above.
. . , . . . . . . _
~ . . - - - , . _ „ . I
a .
W~1~ ' w .;N ~ m
V Q
d NORTH a. r
(NdT 10 SCAL'E)
. ~
(i i o)8a ~ ~'10(15) 64(00), i
~-40)-301 a- s(s) 90 .
; ~-1 ~ ~
s ~r'`
I ~ , I
BROADWAY AUE
,l,,...~.:3.Y,;- 1I/'i~ .
~ ll " 4.. 6 ' r' ' i'r j•::7~::~~5'.~i ~
~i^,l~.'.,`~;~.r~~ri(~j~)~.r•~~;~~F~Y:~I~:.i.:i ~ :;i`u:..~~~~~.
_~rt;'-:if.iF.::ii~ r' •:r:i.iij';:f~: ..Q
:G~p?aXf%~~~i~~i~'"''';;SJ,.:..=:_;~
I ~ s ;•,r,~'r , :`.S: ~ i;?. •r
v
tiF:~. ,.i~' '9' ~~'y.. FS~;~;~~;,;Ji;'r•.'1' ~
POKIWE,~:.4. • ~~~;;,r, o~
;rINTE~3TATE7u~;? •~J`y=I ~'j ~Ixy ~ w ~ v
%`x,'.:;..s~..~n~~:2:•i• o~
u► . ` v
- . .:~ir::;~:•:.J:iifr
: . f ! ?i~+.. V
A -FAIRGROUNDS;i,;~,:;.~,:.
'~.1~.:=..G'~;+e':'~~'i::~::
f•C:•~
Q
•:r,'r,:'F. f'.I~f.jSx~~:G~~.i~f:f.`r:.::f~r~3 d~ I
> HOME DEPOT ~
, ( I S~S
Z FiETAIL CEPdTER
0.
J,
W
MNIIN AVE 1 t
~ EItISItNG tn an
FUNPiE ~
Y OEYELCPYaM V ~ NOIdE"
~ OEPOT_ - Nv1
~ sPaAGuE avE,
~ CC f LE ~ tn^ . J
Z
' ~ I VN
1MD AVE g /
SPOKANE VALIEY , FR A
. . _ . ~n
~ - . • - - - V'M~1 N
CP ~ v N N (40)30
~ ~t
f1
N <<5)t5•~ ~ 25(40 n'^
N (50)JS.••~ a-25(15
on
-e ~e-~o(ss) 7o)so--~- 4---50(65) tn fq ;
(~7o)so (
t ~
I tn tn
~
@I °Zn
v
m ~ .
1"4 ~ .y.: ~ - . ,
o ~ LEGEND
m
W-4
N PUBLIC STREET
PHASE 2 S1TE-GENERATED TRlPS
_ ~
~ PRIVATE ACCESS DR(VEWAY
cn
XX - WEEKDAY PM PEAK HOUR HOME~ DEPOT RETAlL CENTER-PHASE 2 FIGuRE ~
SPOKANE,_WASHINGTON
(XX) - SATUROAY MID-DAY PEAK HOUR 1AUWtTj967 m'
~ - • . R~~,__
, Stairs,,-Steve_ - - - ` I
~ From: Stairs„ Steve
, Sent: Th,ursday, September 11, 1997 1:37 PM
,
~ To: 'jcolyar@kittelson.com' .
i Subject: preliminary distribution letter for Home Depot Phase, II
Hi James,
I have ceceived your faz.from Tuesday aftemoon and.have briefly.looked it over. I will make
copies; once I receive'the mailed copy, and passAhem on to the City and WSDOT. They toomill
probably want to have some input' into tiiis project.
From, the information presented,. I have iwo areas of conceM. First, the,approach used for the trip
generation of,the two pad sites may under represent the trip generation for the total site, even if fhey-.are calculated using ttle:2:5 ksf:. Secondly,,and I realiie the distribution is the same as the
original study, -but tFie 22% coming and going to the west may need to use the. surface streets
. differently than what is shown in the report. Since'that would,affect City streets, I will discuss my
concems~wit.h ttiem and defer.to their judgment:
I think:the best'approach,from this point is to allow the City and DOT some time to review-the
information and have'.you schedule-a meeting with all, three public_ agencies at one.time to discuss
where we,go from here. That is typically how we..have been operating recently.
I hope. that sounds'acceptable. I will be on vacafion-staiting September'18"and will retum to the
office-October 61. Pat Harpet is my supervisor and will"be able1o,discuss the County's position,-if
you wish to meet while I`m.away.
Lef ine know if-you,need anything further from me.
Steve
~ rr*
w
~
t
~
. ~
4 t f
~
-7,0
~ 00-00-07 11:02AM FROM KITTELS4N L ASSOC, TO 15003243476 p001/010
,
, f .
OATE. Sep 9~ 1997 PROJECT~- 1668-2
Kittelson & Associates, Inc. i
/ Transovrtstion P1annlnORroHIc Enginesrino NR0.lEGT
610 S.W 1ltder. 8uft 700 • PeAlond. 4Q 07266 NAME Home Depot Phaw Z - SprAguelRnncher
Teleoone (303) 2284230
~ FAx (saa) "34,s4
~ ~aiL MQkWAbon.wm
PLEASE DELIVER A-F • •
~
TH[3 IS PACE 1 OF A 10 PAGE `
NAfiAF* Mr. ateve Stairs
TRAwsMissioN t
oF Spokanc County Publfc workc
1026 WeM Firnadway Ave -
, Spokene. VfIA 99260-0I 701
. •
Fax. (509)324-3478
a
i IN CASE QF INGOMPI.ETE TRANSMISSION PLEA6E CALL OUR CQNFIRMATION N.YMBER: (603) 2ZB-9Z;LQ
I
.
:
E
i
1-WlAi2TfAty 1 TAfflC LA1paCt AD81yS1S ~
3
~
i
0
Attached is the preliroinary traffic impact analysis tor llhase 2 of the Home Uepot Kemil Ce.nter, located ncar the
Spnigsue Avenue/FanGhet Koad mtersection, NI¢.ase Teviewttie otalyns find pass it on to the appropnate WSDOT
engineers for the'v review as well 'fhen, Iet us know whaz the Counry and WST)t)T needs in ierms of aclditinnal
data or analysts. Froin our report, the one fssue we see as needing fiurcher study is the appm'Priate iocatinn and
phaslAg ibr aa addirional araffic slgnal on Sprague Avenue.
i
't'hnnk9 for your cime in reviewing this prelimituiry impaat study- 1f you have any yu~s.uiuns,'feel tivc; to uall me
or e-,uail nie.
.
io by maj I• Je~
~~,e~►
q q /097
x
,
~
~ ~
~rom: james ar
NOTtCB: This comn+unteation may be prWqeged or contaln adent confblanrn (I k ApR1►atF3 ►RRRRAQB t0 1he p2tSOfl u1RAd
8dOV8. GO NOT PlRMR ACCE33 9Y ANY OTHER PER30N Ot tAa frftrtded rodWont w "ot aurrantty or cxpoatcd ot U+o
laeatian wmra thLa messaos wat mc&ed. oiease fa0evhoae us fmmedlateA► at tne contirmednn nufter above. end mav an
pagea ot iho trt~nsmitabn ta uc at the addmn abovo ~
03-00-07 11:021tM FROM KITTILSON L ASSOC TO 15003243478 P002/010
. ~
. :
KITTELSON & ASSOCIATES, INC.
TpAN6PORTATION PLANNING/TRAFFiC ENGINEEAING
610 S.W ALQS, 3UITE 7W •PORrlAN4 OR 87MS • fSQM 228-3230 e FAX 0311T34169
s
Aupst 22,1997 Pro3ect #:16b8-?
~
Steve Stairs, Transpnrtatinn hneineer
`i+nkane r.ounty Puhlic Works
1026 West Broadway AvenuQ
Spokane, WA 99260-0170
e
RE: Home Dcpot Retail Coiter Plia.ie 2 Developmcnt, Sprague AvetrurJFei,chrr Rvud -
Spokane, iYA
I'ursuant to your rcqucst, Kittclson & Associate9, Inc. has performed a prcliminory snslysis for
Phase 2 developmdat crf the IIuiae Dcput RetLil Centtr, tousted at the nurtLwebt wmc:r uC the
Sprarue Avonue/Fanchet Road it►tersection m Spokane, Washinston Specifically, tbis nnelysis
covers tke following topics:
• tnp generetton for !'hm 2 develQpment
• trip distribution and assigunent for Pbase Z-Beneraced trips, and
• potentiel traffic signal locadoas on Spragute Avenue.
P
,
Fibure 1 shows amap ordw site viciniLy.
~
Puase 2 Devclopment
Figut+c ? shows thc moat cutrcnt site plan for the Home Depot Retml Center. The Home Depot store
(and a rc-tonc of thc cntirc 9ito) ha.s prev'sously besa approved 3nd will bc opon to taie public in
October 1997. 'Ihe oren irninedistely west of the Horne Depot bui[ding is proposed for Phase ?
developiuent, wbich includes:
• Retail 'A' Buitding - 23,345 square feet, .
• R,etail •R' FumiRurc iiuilding - 40.0170 squarc fcct
• RetAil 't~' Ruiiding - 13,720 square feeL
• Itetml 'D' Buildina -13.720 square feet,
• ReMil Pad 1- 5,000 squffe teeL gnd
a Retail Pad 2- 5,000 square feeL
'nit sNecific uses for the rctasl builduigs arc not known os ftucure tennncs have yet to be deterrnined
l1occntial usc3 forthz retot l p:ids inc(ude fhst-faod rescaurnat with drive-througli or b=ilc w1th dnve-
throush. Curc9ently, there is s furniture store tocated adjaeent tn Sprngue AvLAntte whem the Ret:al
fl1.E NAMrs. H %ARQitPtl.Lti16641PHA5".tmARri't WPn
00-09-97, 11,:,02AM FROM k ITTEL'S4N ~ AStOC. TO 15`093243478 P003`/'010
, a
~
• - - -
,
- - ~ ~
~
~ ' -
.
, ~ .
,
, I
~
f-
~
ie~noo ~ w z
O
< , o} -
• ~ o
Wl*rW4 - i (O
II
~
" LS 3b~0}i
i
OY
. ~
t~PQ~Dq~ ~
,
~w
~
~
~r
.
r
u ~
i
~
.
i `
~
~ I
r
~
- - 1S tlN11AVla ~ V1
,
t o 96 IL
. F ~y I
I I '
M - - ~
.
je- .W wu ~
~
1
rof j~
3 ~ ~ I I
,
.
u ~ ° • ' ' ~ ~ ~i~ t'
y r
.
.
~ - '
~ ~ , U~ s~ ►t~ (1. ~Pb ~
• ° 1 E
~ ` j _j~'r"t~ ~ ~ ' ~ • ul ~ ~
~ • ~ ~r •
~ ~ ~ !I~►1~y0 0 ~ n~1~ .
~ , . a F,
~ ~ ~ ~ s~ ~
" i
,
!I~ "jt
o ~ ~ 1
i3 ~ r ah ~
in c, } ~ o ~ p ~ ~ ;
4# 1,1i~~
'r ii
; ~ I•~ 1 ~ ~q ~~.1 ~ ti
i..u C 1 ~ 1~ L~ ~ ~ • . ► 1
N7 ' ~ ~ i w ~ ~ ~
f . .
, r ~ .
I 14 i t ~ t • '+I'1 ~r~Y.a.T~i~ ~ "~~r , - •sr~... •
LM G 610 1; -1i O RO
u ~~'1 . ~ ' ~ ►
r
I R
~
HOME OrPoT R"MIL caqm
w6 0o MWAUt ► parur
YARMt M
11 ~ . .
i ~
~
Oi01~00d 8OUNGOSi ol '3OSSV '8 KOS'Iaylix WOIJ WVZO :1 jLG-GO-G0
00-00-97 1I:02AM FRO~ ~ITTELSOPT & AS50C. TO 15003243478 P005/010
. •
Ma c►*W c011M Prn~~r tl~~iA-~
Avywat 42. 1997 Payv. 4
Pads 1 am+d 2 are planned to be builL This fiuQiaue store iwill be demotished aad relocated to Retail
•B' buildiszg. 'Ilus, the relocation of the filmiture stnre will not repYesent a chan,ge in the numler
of trips generawd to the site.
Trip Generattton
hshinates af wpekday p mpeak hour aad Saturday mid-day peaK hour vehicJes (np ends ior the
Phace cievelopment bave been developed ffom empirlcal observations at other sumlar
&-vetopmem tl=ughout the cownvy. 7hesc obscr►atiur►s fuc yummuriccJ in chu ytrndurd rcfcrcncc
manual. ?Wp Generartun, Sth EJitiu« (1991), publishcd by the Iostitutc of Transportation Eaghieers
(1TE)•
' Thc six-gzntratod mffic can bc scparntcd inco diffcrent tnp types, such ns internol, paw-by. or new
mp& Iatend trips are those combined int,o one joint trip to the development (i e., a customeT makes
ttips to two or lnore facilities within the ssme development). Pass-by tnps are made by motorists
who cumntly tiavel on 5prague Avenue and Faacher Road (i e . from work t4 home) and, once the
on-site storSS are open, decide to mmke a stop within the site 'ihese motonsts then continue on their
pm-cxisting route upon lcsving the site. New tttpv nre thn%e which wouid nat hnvP heem mnde
without the e.Xistence of'the proposed development 1 hpcP triI►c rermcent a net mcrencF in the total
nsit»i,Pr nt vPhirlPC at thP qttidy interecttrinq
Accordlag to pass•by uip ciata in the ITE ?}'tp Generottvn Manual, the esumseecl pass-by mce for
the proposed stte shoula be betwccn appruxumntely 35 and 50 pcrcent (bascd on the aareiW daily
nffiC uf SpTague Avcnuc sud total square footagc of Phasc 2 dcvclopmcnt). Thus, to maintain a
conservativc analysi4 it was estinnatcd that 35 pcrccnt opthe towl trips would be pam-by trips Ai9a,
bascd on the plaar►ed uses within the sitc, it was oes9umed that 5 percent of the totnl tri~ would be
a1 ~a bctwccn I'lu~sc 2 dcr~clopmonta a~nd Thc Homo Depot store. The ,e pacz by nnd intomnl
trip cstimatcs orc con9istcnt with the murnptions used in the orisinal Home Depot Retail Center
trnf'Fc study (TIe Hnme Depnt Trctnsportatfon Impact Study. June 1995. K1ttelson & Associatres).
~
iTE (insitute of Trarissportation Eagineets) Code 820, "Shupping Center", was chnsen tc+ represent
the tMp generaUon charactPricncc nf a11 Pliase 2 development. Thc trip generation rates for ITE
t'ndp x7t1 >mrlic,tiy acsumes internalization of trips within the r+etmt buildings and pads for Phasc
2 development. To mainra.ln a eonservarive analybiy, the inclivlclual padb wcrC &-sbutnccl ds 3,000
square-foot shopping center spacc. As cnennoned prcviuubly, chc= i~id'svicluual plah wu1J vt
developed as a fast-food rtsiaumnt with cinve-thruugli ur bwLlc widi drive-dirougli %W11en
ianadueing a drive-thruk4 tu tlic Nad, the gross lcasable space of the building will be reduced to
npploxiiadtcty 2,500 syuarc fca to iluahitain the samc numbtr of gari.ing spaccs within the pad. In
comparing tlzc trip gcnctation of a 5,000 squatc-foot "shoppung c8ntcr to a?,500 square Foot fnst
food mstaurant with drivc-through or bank with dnve through, the tatal trips genetatcd ara
opproximately the same. Thus, the assumpuon of the r+eta,t pacis sc 1't h C'cidc• 820 aceuratety
represerts the trip genemtion for the Iikely uses ot thPeP patic
l able I qhnwc the rewltant trip generanon estimaces for Phase ? developmeut.
ParrrenA I7roar~n
st on & a3soG8teS. MC.
09-00-07 11:02AM r"ROM KITiELSQN & ASSOC. T0 15003243478 P006/010
,
a
. . ~
1Wi, Stewe S'whs A►o~eer; 1e68-1
Avgriot 2Z 1907 i ft9a: S,
Table 1
Trip Geocrntion for t'hasc 2 Dcvctopmcnt
- - -
Weekday t'M Peak Hour Jaturdsy Mid-Day Peak Non.
BuddingJ Si.e (sq.n.) tTE _ ~d code tn Uut t otol la Out Totai
ItCMIt 60185 820 340 240 480 333 329 RSO
A.C.D. .q ~~ofi~~ ~
~
1,2
Retail8' 40,000 • • - - • ~ •
Mtntis 3°/b inienwi Trqis. IS li 30 li 15 30
Mirtua 35% PawBy Trip9 8$ 8S 170 ~ I I S ~ 115 330
Net New Tnpo 140 140 280 195 195 390 ,
dntas. 1. Tho Retwl 8 tiuitdin& a titWture stm wiIl not asuh m w+ inefease In ttip genermn onco the ootti 31, nurrly bemg
rcbcauo wttpte the sltc.
A9 shown in Tnble 1, Phase 2 development will geneemte spproximately 280 new weekday p.m peaIc
hour trsps, of wbich 140 will enter the site and 140 will exit the site Also, approxunately 390 aew
Saturday mid-day peak hour ttps will be generated, ot which 145 will enter the sste and 195 wtll
exit the site
•rnp 1)~.~trilsuunn
The disvibntion of Pbase 2 site-genetated trips onco the foadway svszem within the study impact
area was assumed co he consystent with thdt rbtuuatcd u, & urioid trnMc: iaipact stuciy Cur the
Home Doot Rerdil Cemr (1"1ite Hvmr Deput Trumyvrtuliva Impcrc[ StKdy, Juiic 1995, Kiltclaua &
Associates). To suaunariu the discussion m the onginal ttaffie study, the mp distribution }attern
was csdmatcd tIuough a two-step process. First, current traffic pattcrns wcrrc cvaluated to detemrune
the dircction in which haffic tlows during the weekday p.m. pealc hour. Second, the proposed
dcvclopmcat'9 morkct ncea wa9 forecast by zip code and analyzed to determine both the amount of
site-geuerated traffie and the directions of travel, riguee 3 shows the ostimated trip disthbution
p3ttern for tnps genemted to the Hotae Degot Retail Ceater.
Trip Assignment
kasPCi nn the mr pPneration and mip disuibutioa of Phase 2 devetopment, the assigament of sfte-
generated dripc to the qudy area Is shown in Figute a. The asstgnment assutnes the access ddveways
uiong Sprague avenue mmein unsignal=l. Ij dI1 aiddIllt7Qttl a1j;ilul 1J li1J1t711Cd 21lUl1}; Spt71};UC
Avenue to SeNe the site. the assiguucnt will vary niodetately fivm F,gu~c 4. as vehicles wtU be
mora likelr tv auvr.w dw atw tIuvu&h dto signal Due to the high minor street left tum velur►-tin iLt
the unsigaalizcd drivcways of Howe Street and MeKinnon Road, ;t is Itk@ly th P.a inter^.,eCtiOn3 will
orer.ltc at lcvcl of qcrviee "E'" (bosed on 1994 Highway Capaciry Maaual). Furcher, based on the
expected number of minor•stt+e~et Icft-tums, plus the existiog traffic mnking this modemrnt, another
trffic signal (in aMtion to the Sprague AvenuelFawher itoad mtersection) would mosi likety he
warcanted under Phnse 7 rievplorment Without knowing the existing volumes at the drivewaYS.
however, it is not known toT stwP whethet a sigttal wOuld be wamwted under Phaar ? ur fuLucc
i~~+++;,tan~ o,eoa►
~t~ AA SOGeIiBS lRC.
v
~
. °
~
~
~
'o
~
02
~
sj° , •J
OD o
~
~ to ~
~
~ •
~
- g,o~• ~e°~ ` "
~
I +
~
~t ,
' ~ v►~►~
7 ' , _
~ .
z~► - ~N oF
~
, u ~STRIgU~ ~ Tft1P5
I)
~EN~~- a 3
aw - ~ -
~ S~ IJ,
~ ~~qT
POuc* g"W'SSv
i pytlVa'tE ~i
,
i
~
.
0
cm
I
~
- _ ~
Cm
~ ~ ^ ^ N v
V
c
V V ~ ~ O
/000,
-~3Ci-~0 -1 ZL ,30IS. ( ~Ol 5~► 4~ 5~~0( J6~
~
1 o
~
~p 1Ma1CVpqr A1E
RO
~
Y
~ ~ T p ~q O
r ~v ~
,
Ho~ o~or__
~nr~
~ ~ ~ _ ~ •
JOBMLGFNW AIAINArE
MIN
^ y
a
_ 9PRAG6EAYE ~
l"t l ' z u'
w
M'
pqD AYE
~
S°OKApE YldlEif FF~lAY~
co
V y (Ig)15N
f ,
1t
g'csJd 25001 '(~s~u t~r~~
~ o
1
0
\
y o
LEpEND
P~LIC STREE PHASE 2 SITE-GEIVERATED TRIPS
PR11/ATE A=MS DRIYEWAY r
y11~(DAY PM ~AK HOI~t I 9POKAN~V1'A9i1NGT0 ENTER-PHASE 2 F~GURE
4 y
~ . Sp1URQAY MIMAY PFAK HOUR ,AUMr 9~ ^ . ,
09-09-0? 11:02AII FROM RITTELS4N & ASSOC iQ 15003243478 POQOiD10
f ~
A
•
1{~. ~Yp Stdfl3 P4'Of@C~ ~BQQ'Z
Auqwt ?Z. 1997 Paoe 8
(PLnx 3) dcvelupmcu(.
a
Potentiai Loeetious for ann Addtdonal Traffic Slgnal
Possiblc locations for an addiuonal traflic 3ignat atong Spraguc Avcnuc arc ut Ccrnahan Road, the
site d:ivewoy locatcd opposito the Eosle Hat+dwore envonce, McKinnon Street. or Hoae Strecc A
signal et Howc Sterct (approximatoly 800 fcat wast of Fanohcr Road) may bcs within the influance
area of vehicte queues at the Fancher Road signal. Plus, a signal at Howe Street witl most likely
serve Home Depot and Phase 2 developments. but not the fiuure devetopmeat on the vvest side of
the site 'l'he addiaonal sigaal shauld predonunantly vnre Phase 1 and the tuture (?hase 3)
d@velopazent within the Home Uepot Ketail C'eater, plus the 1and uses on the south siile of the site
(i e, F.agle Hardwar+e). lhus, a signal at cither McKinnon StMeL the driveway oppotite the F.sCie
Harrdware entranee, or CarnahaQ Road would be a bener choice in terms of providing: good acce.ss
for all exisring snd n= businmes within thr btucly ata. Ovrrall, tiinhrr siuciy Is needed to
detetminc the optimutn ugnal luwtiuU ui lcnzw of uut ndvmciy dffCC,Unk progtt.-ssiun or vehicle
yuoucs uluug Spcuguc Avrtiuc, vvliile ,uaintauuin, balanecd acaess oppottwi,ti3s for :ill at6UIIg.Afld
future businesses withia the IIomc Drpot ltctai! Centcr and those oa the south side of Sprague
Avenuc.
Coaclnsioa
The following conclusions can be drawn from the pr¢ 'Iuaina:y analyais described in tlus
meZnorsndum:
• Fh3se 2 developmeat wiil genemte approximacely 280 weekday p m. peal: hour cnps. of
whlcb 140 will eatet the site and 140 vvill exit the stte. Also. approximatcly 390 Saturday
nud-day Deak hour trlps will be generated, of which 195 wnli enter the site and 195 vAll exit
thC yitr.
• The estimatcd trip dimibuhon pattern shows that approximatety 56 ptrcent of the site-
genemted trips will eome from west of the site via Sprague Avenue and 37 percent of the
uips will comc &om r,asc uf the ricc; viu Sprugur l1rejiuc. Alsu, upprunictiutoly uae pcrc.eitt
will eomc $rom south of the site via Foncher Road and six porcent w;lt come from north of
tha oito vin Fnnoher Road. 'Ihece pesQentageE cum basmd oa the current roadway aetwork end
does not take into account the future I•90 interchange alterauons wlth Spmgue Avenue and
Faacher Road.
• An aclditionat naffic. ciQn11 w:ll he neEded to serve Phase ? aad futurc deveiopment of the
Home Depot Retail Cenut. However, wfthout knowing the exiscing volumes at the Howe
Saeet and McKinnon Road access drlveways (wem not counced fOr the original Home Depoi
ticc stutiy), it is not kttown c.uctly whuthur aw 3ilrinl wuuld bu- w•AcnuaW undtir I'1=6 2
ur futtirz (PIidbe 3) devclopmcnL ('Ihese counts wdl ba obwined followuig approval of the
assumptions of this preliminarv ahalyug by Spoknnc County.)
• T'ne opvmum locstion of the future traf'u signal cannot be detenr►ined tvithout furtber studly,
btlt ilkely cand1d1teS tnr.fizc~e MCK1llfton {ZAad. tJl@ tiCCeSS AppnSltC U'1@ bagIC Hc'tI'dWare
dnveway, or f firnlhan Road
f+ur~m,~~I. t/,er~G,•
iGttatswi & Assoc+erea. !no
OJ=0J=9? ~l l• 0211M, FROM KI'fsTEI.SON ll5`SOC TO 16003243478 '~PO10/0'10
. A4i. Storv Seaus P~►a/ecL• ~Q68•21
Augusr 27, 19.97 _ ~~-Q.
I trust thavthis letter adequately Wdresses the preiimitMmffic analycic fnr Ph;Lee Iclevelnrment
nf the Home nepnt Retail Center li you have any quesUons tegarding this analy►sis. please c.all
eithet QfaL~ at~ (*s03)'))$=S7 10
t
,
Sincerely, '
K;ITTELSON & ASSOt;IA 1'E.IR, YNC
d f r i~ 4~ ~ l` ~
Bruce itobinson 1dmCS Culrar
Project Mauager Pcvject Analyrt
~
~
,
~
~
~
l1~
,
~
c
~
1
t
,
~
c
~
~
-rurtelson ~r:~ssau~tas. rnc - - - ~•rr~nd, d.ega►
-~I
.
~ . .
~
OATE Sep 12,1997 PROJECT# 1668-2
Kittetson & Assoc~ates, Inc.
I Transportation Planning/Traffic Engineering PROJECT
L sl o sw Aaer, S,de 700 • Portland, OR 97205 NAME Home De ot P6use 2- S ra e/Fancher
Telephone (503) 228-5230 A P ~
FAX (603) 273-8169
E-mail info@kittelson com
• • D ' A ONCE O
Z
THIS tS PAGE 1 OF A~ PAGE NAME W. Steve Stairs
TRANSMISSION
OF Spokaae County Public Works
. ~ 1026 West Broadway AVe
James D. Col ar Spokane, WA 99260-0170
• A
FAX (509) 324 3478
IN CASE OF INCOMPLETE TRANSMISSION PLEASE CALL OUR C, X'M;A i N I~UI~AB :.5f13~ 228-5230
- SEP 1 2 '997
Updated figure for Preliminary Traffic Impact Analysis SPdKAhc tuu,. ,i ,M'~%EER
•
Steve,
Attached is the updated Figure 4 for the prehminary traffic unpact analysis for Phase 2 af the Home Depot Retail
Center. The rest af the report has not changed Please insert the new Figure 4 into the report I sent a couple days
ago As I said in my e-mail, Bruce and I will be in town next Wedaesday the 17th and wauld be avail.able to rneet
between 2:30 p.m. and S:OU p m Could you please ask the appropriate people from the Crty and WSDOT if they
ere available at ttus hme Or I could ask thern and faac ihem a copy of the report personally If you would li.ke me
to do this, just give me theu names and fax/phone numbers.
Thanks for your tirne and cooperaUon
Onginal to follow by mail.
.
From: .l4Mes D Colyar
NOTICE This communicabon may kie pnvlteged or contain a cltent confidenoe It is a private message to the person named
above DO NOT PERMIT ACCESS 8Y ANY OTHER PERSON if th+e intended recipient Ls not cuRentty or expected at the
location where this message was received. ptease talephone us immedrately at the conflrmation number above and mafl all
pages of this transmisston to us at the address above
~
~
O
v O
v
v
NOM ~ °a a
(NOTTO SCALE)
I Ir t
(110)80.00 %%-10( 1s) (zo) 1s -001 ~ 60(80)
(-40)-30 F 5(5) (-S)-S --b- 4- -30(-35) t 90
N
~
N
~
v
BROADWAY AYE
„
5POKANE
~ iWERsTaTF.
~ FAIRGRQUNDS
> HOME DEPOT UL
~i S 4 RETAII CENTER ( t S)5 -o$
(20)1s ~
A~AIN AVE 1~ t
.
FUTURE ~T1Hp a tn
= 05VE1WMER ~ ~ N
I SPRAGUE AVE ~ Vv
~
~I
= VN
ZND AVE
~ SPOKANE VALLEY WAY ~ ,
"v N N (40)30
All~k VN t
,145)<5 ~ %ft-25 -40 n'~
(50)35 4-- 25 _35; o,~
(70)50 t- 50(65) (70)50 50(65) (t 0)5 ~ An eq,
VA t
oA
N
vM
v
1
LEGEND.
PUBLIC STREET PHASE 2 S1TE-GENERATED TR1PS
PRIVATE ACCESS DRIVEWAY
XX - WEEKDAY PM PEAK NOUR HOME DEPOT RETAII CENTER PHASE 2 FlGURE
SPOKANE, WASHINOTON A
(XX) - SATURDAY MID-DAY PEAK HOUR au~usr ~ss7
,660Faa
~stairs, steve _
Fnoin: Stairs, Steve
Sent: Thursday, September 11, 19971 37 PM
To: 'jcolyarC)dtteison com'
_ Subject: preliminary distnbution letter for Home Depot Phase il
Hi James,
1 have necenred your fax from Tuesday aftemoon and have bnefly looked d over I will make
copies, once ! receive the mailed copy, and pass them on to the City and WSDOT They boo will
probably want to have some mput into this project.
From the informabon pnesented, i have two areas of concern Fi►st, the approach used for the tnp
generaton of the two pad sdes may under repr+esent the trip generabon for the total site, even if
they are calculated usmg the 2 5 ksf Secondly, and I realize the distribuhon is dte same as the
ongmal study, but the 22% coming and going to the west may need to use the surface streets
drfferently than what is shown in the report. Smce that would affect Cdy streets, I will dtscuss my
concems wdh them and defier to their judgment
i thmk #he best approach from this point is to allow the City and DOT some bme to review the
informabon and have you schedule a meeting wfth all three public agencaes at one time to► discxiss
where we go from here That is typually how we have been operaUng recentty
I hope that saunds acveptable I will be on vacabon startmg September 18'" and will retum to the
office October 6`h Pat Harper is my supervisor and will be able to discuss the County's posibon if
you wish to meet whde I'm away
Let me know d you need anything further from me
Steve
AX TR• .
DATE Sep 9,1997 PROJECT# 1668-2
j ~ Kittelson & Associates, Inc.
Transportation Planning/Traffic Engineering PROJECT
610 sw nrder, sufte 700 • Ponfand, OR 97205 NAME Home De ot Phase 2- S ra elFancher
Tetephone. (503) 228-5230 p p ~
FAX (503) 2734169
_E-mail infa@kitbelson aom
• ASE DELIVER A ONCE •
THIS IS PAGE 1 OF A 14 PAGE NAME Mr. Steve Stairs
TRANSMlSSION
OF Spokane County Public Works
o 1026 West Broadway Ave.
James D. Col ar Spokane, WA 99260-0170
• •
FAX (509) 324 3478
IN CASE OF INCOMPLETE TRANSMISSION PLEASE CALL OUR CONFIRMATION NUMBER: (503) 228-5230
_
PreI iminary Traffic Impact Analysis
•
Attached is the prelunlnary tmff'ic impact analysis for Pha.se 2 of the Home Depot Retail Center, located near the
Sprague Avenue/Fancher Road intersection. Please review the analysis and pass rt an to the appropriate WSDOT
engineers for thelr review as well. ThenT 1et us kaow what the County and VVSDOT needs iu tcrnis of additional
data ar analysis. From our reporta the one issue we see as neecLng fiuther study is the apprapnate lacatian and
phawng for an additional traffic signal on Sprague Avenue
Thanks for your time in reviewing this preliminary unpact study. Lf you have any questionsa feel free to call me
or e-mail me
ortqaMa3 +10 ~0110W
1
Q~
From: James ~ofyar
NOTtCE: This communicatlan may be priv({eged or contain a clcent confidence it Is a prnvate message to the person named
above DO NOT PERMIT ACCESS BY ANY OTHER PERSON If the intended recipient is not cumently or expected at the
tocation where this message was recehred. please telephone us immediately at the confrmation number above, and mafl all
pages of this transmtsston to us at the address above
~
. Adr
KITTELSON & ASSOCIATES, INC.
TRANSPORTATION PLANNINGITRAFFIC ENGINEERING
610 S W AL.DER SUtTT 700 • PORTLAND QR 9720 •(543) 228 5230 • FAX S5O3) 273tt69
RECEIVED
August 22, 1997 SEP 1 1997 Project 1668-2
SPOKANE COUNTY EMNEER
Steve Stairs, Transportaiion Engineer
Spokaie County Publcc Works
1026 West Broadway Avenue
Spokane, WA 99260-0170
RE: Home Depot Retuil Ceater Phase 2 Development, Sprague AvenuelFaracher Road -
Spokane, WA
Pursuant to your request, Kittelson & Associates, Inc. has performed a prelimmary analysis for
Phase 2 developmeat of the Home Depot Retail Center, located at the northwest comer of the
Sprague Avenue/Fancher Road intersection in Spokane, WeshuYgton. Specificallv, this analysis
covers the following topics:
• trip generanon for Phase 2 development,
• tnp distnbution and assignment for Phase 2-generated tnps, and
• potential traffic signal locations on Spra.gue Avenue.
Figure 1 shows a map of the site vicinity.
Phase 2 Development
Fi$ure 2 shows the most current site plan for the Home Depot Retail Ceater. The Home Depot store
(aad a re-2one of the entire site) has previously been approved and wnll be open to the public in
Octaber 1997. The area immedrately west of the Home Depot building is proposed for Phase 2
development, which includes
• Retail `A' Bwldmg - 23,345 square feet,
0 Retail 'B' Furruture Building - 40,000 square feet,
• Retail `C' BuiIding -13,7'0 squnr+e feet,
• Retail `D' Btulding - 13,720 square feet,
• Retaul Pad 1- 5,000 square feet, and
• Retail Pad 5,000 square feet
The specific uses for the retail buildings nre not known as future tenants have yet to be deterncuned
Potential uses for the retail pads include fast-tood restaurant with dnve-through or bank with dnve-
through. Currently, there is a furniture store lucated adjacent to Sprague Avenue where the Retail
FlLE NAME. N ~PRO1FiM166"HASE?i1b68REAl WPD
MoT i~ s~ca.E1
a~
90
~
~
eaaAOwAYavE
~r} y~ qoa,uVi.~ r~y
r NIGIw1A
r
W 4b~~`~~
~ tNRb OUN
HOME DEPOT
p~A'1 /►~~~TG~
~ IKINL. VLI~R
1y3!~?t
MAIN AVE
FUMM Hr ~
r~ ~
DEPlT
SPRAOUEAVE I _
~ _
~ MM
wARWIOM _
~ ~2ND AVE o
~ SPOKANE VAIlEY AY
- - - - ~ ~
LEGEND
PUBLIC STREET SITE VICIlV1TY MAP
PRNATE ACCESS DRIVEWAY HOME DEPOT RETAIL CENTER-PHASE 2 FlaURE
SPOKANE, WASHINOTON ~
AUOUST 199T
teae~ot
q
• - ~ ~
--r~~-
1
~ PKi~ ~ •
i
~
D '
T" .
7$~i
1 L
~
~I J ~ v
T
. b j ' z t~ ~ j_ ~Y ~ ~ s• ~
Q '
Lra1
= .s QI t~ ' ~rr ~
~ 0~~-►-:0 D-~~ ~ ~-~8ti~ ~ ~t. ~
0►~0 0 ;
o~ 0,11, p
~ ' ~~-i~ q ~ ~
O'IHND 0'', ~,yri'01!
,
,
~ ~ ~ • ~t~
c N~ ~ ~ ' 1 ~ t ~ ~t a r
, I P~•Q
~ !qm
. ~
'M ~ ~ .
~ • ~ • ~
. ,a
~ ~ • • ,
;
~n v, ~ : ~ _ a -
.
Q ~ ~ ~ / ~ •1 a
Gl7 ~ t' "'~~~a f --~ti~-+~ ~ ~
~
rn
N
t~or~e n~aT Rerai~ cetM
~ ~ • : ~ orsr~eue , ra+e►a~
~~Qa~ ~ _ . E.au►ax~.. .
:
C~
,
_ , ,
•
. Mr Steve Sours P►o/ect f 668-2
Avgusi 22, 1997 Pa9e 4
Pads 1 and 2 are planned to be built. This furniture store will be demolished and relocated to Retail
`B' building. Thus, the relocation of the furniture store will not represent a change in the number
of trips generated to the site.
Trip Generation
Estimates of weekday p.m peak hour and Saturday mid-day peak hour velucles trip ends for the
Phase 2 development have beea developed fram empincal observations at other similar
developments throughout the country. These observauons aze summanzed in the standard reference
manual, Trip GeMeratron, Sth Edition (1991), publtshed by the Institute of Transportahon Engineers
(rm)•
The site generated u-affic can be separated into different tnp types, such as internnl, pass-by, or new
tnps Intemal taps are those combuied into one joint trip to the development (i.e , a customer makes
tnps to two or more facilities within the same development). Pass-by tnps are made by motorists
who currendy travel on Sprague Avenue and Fancher Road (i.e., from work to home) and, once the
on site stores are open, decide to mske a stop within the site. These motonsts then continue an their
pre•exisung route upon leaving the site. New trips are those which would not have been made
without the existence of the proposed development. These tnps represent a net uncrease in the total
aumber of vehicles at the study intersections
According to pass-by trip data in the ITE Trrp Gerreration Manual, the estt.mated pass-by rate for
the proposed site should be between approxunately 35 and SO percent (based on the average daily
traffic of Sprague Avenue and total square footage of Phase 2 development). Thus, to maintain a
coaservative analysis, it was estimat,ed that 35 perceat of the total trips would be pass-by trips. Also,
based on the planned uses within the site, it was assumed that 5 percent of the total mps would be
internal tnps between Phase 2 developments and The Home Depot store These pass-by and tintemal
trip estimates are consistent with the assumpuons used m the original Home bepot Retml Center
traffic study (The Hame Depot Trarr.rportatro» Impact Study, June 1995, Kittelson & Associates).
ITE (Insitute of Transportailon Fngineers) Code 820, "Shopping Center", was chosen to represent
the trip genemtion charactenstics of all Phase 2 development The trip generation rates for TTE
Cade 820 unplicitly assumes mternalizaxion of trips within the retail buildings and pads for Phase
2 development. To maintain a conservative analysis, the ind.ividual pads were assumed as 5,000
square-foot shopping center space. As mentioned previously, these individual pads could be
developed as a fast food restaurant unth dnve-tbrough or bank vnth dnve-through. When
introduciag a drive-through to the pad, the gross leasable space of the building will be reduced to
approxmately 2,500 square feet to maintain the same number of parking spaces wnthin the pad. In
comparing the trip genecation of a 5,000 square-foot "shopping center" ta a?,500 square-foot fast-
food restatunnt wnth drive-through or bAnk with drive-through, the total tnps generated are
approximately the same. Thus, the assumption of the retail pads as IT'E Code 820 accurately
represents the trip generation for the likely uses of these pads
Table 1 shows the resultant tnp generation estimates for Phase 2 development
K+ttelson & Assaciates, lnc Pon/and, Oregon
.
. Mr. Steve Sterrs ProJect 1668•2
.4ugust 22, 1997 Page 5
Table 1
Trip Geaeration for P6ase 2 Development
Weekday PM Peak Hour Saturday Mid-Day Peak Hour
Buildlng/ Sim (sq.R.) 1TE '
Fnd Code In Out Total In Out Totsl
Retail 60.785 820 240 340 480 325 325 650
A.C.D.
1.2
Retml B' 40,000 - - - - - - -
Minus S% [nterna! Tnps 15 IS 30 15 IS 30
Mimus 35% Pass-By Trlps $5 85 170 115 115 330
Net New Trips 140 laU 280 195 1.95 390
,
Notes 1 The Reiail 8 Building, a furniture store, wiq not rcwlt m an mcrcase in tnP genmuon stnce thr stor+e i5 memiy beiog
relocated within thc site
As shown in Table 1, Phase 2 development will generate approxmately 280 new weekday p.m. peak
hour trips, of which 140 anll enter the site and 140 will exit the site. Also, approximateiy 390 new
Saturday mid-day peak hour trips will be generated, of which 195 v►cill enter the site and 195 will
exit the siie.
Trip Distribntion
The distribution of Phase 2 site-generated tnps onto the roadway system witlun the study ungact
area was assumed to be consistent with that estimated in the original traffic impact study for the
Home Depot Retail Center (The Home Depot Transportcrtion Impact Study, June 1995, ICitteIson &
Associates). To summarize the discussion in the onginal traffic study, the trip dhstribution pattern
was esstimmated through a twastep process First, current traffic pattems were evaluated to determine
the direction in which traffic flows during the weeicday p.m peak hour Second, the proposed
development's mazket area was forecast by zip code and analyzed to determine both the amount of
site-generated traffic aad the directions of travel Figure 3 shows the estimated trip distributinn
pattern for trips gener$ted to the Home Depot Retail Center.
Trip Assignmeni
Based on the tnp generation and trip distnbution of Phase 2 development, the assignmeat of site-
generated taps to the study anea Ls shown in Figure 4 The assignmeat assumes the access dnveways
along Sprague Avenue remain unsignali2ed. If an additional signal ls installed along Sprague
Avenue to serve the site, the a.sstgnment will vary moderately fi-om Fieure 4, as vehicles will be
more likely to access the site through the signal. Due to the high minor-street left-tum voltunes at
the uasignalized driveways of Howe Street and McKulnon Road, it is tikely these intersections will
operate ai level of service "F" (based dn 1994 Highway Capacity Manual) Further, based on the
expected number of minor-street left-turns, plus the existing traffic making this movement. another
tmffic signal (in addition to the Sprague Avenuer'Fancber Road intersection) would most likely he
wan-aated under Phase ? development Without knowing the exasting volumes at the dnveways,
however, rt i.s not known for sure whether a sinal would be w3rranted under Phase 2 or future
Kittelson & Assocrates, Inc Port/and, Oregon
.
.
(NOT BCAI.E)
I
I
~ 90
7% BROADWAYAVE
+ AYr 9~ I
` AlROROUND3~
'~~'s k` y . ~
~~r
HpOMAE~~ D/E~ NG1~PO~Tp
1~GIfU1.\tG\
MAIN AVE
-
~ Funm ~ ~
oeviaav~+r ~
13% sPRAOUEaVE
a
I ESM 2
z
"umVOM
r r'
?ND AVE
SPOKANE VALLEY AY
~ o
22%
r
LEGEND DISTRIBUTION OF
PUBLIC STREET SlTE GEN~RATED TR1PS
- PRIVATE ACCESS DRIVEWAY
- HOME DEPOT RETAIL CENTER-PHASE 2 FlGU~
SPOKANEt WASHINOTON 3
AUaUST 199T
. tee~
~
r. ^
v p O O '
NOR?H
/1000
(NarroacA,.E) d ~ t
(1ao)loo~ ~ 1o'1s) (as)zs~ ~55(70) t
(-30j-20 4- 20 _30) (-10)-5 4- -30(-35) 90
A
N
~
~
eaoaouvpYavE
~ yritV, i1~ ~'t::~at ~ i Lf5 In
SPOKANE,4`
~~4 X r + .ry 4. ~y V
IY'[ERSTAT~;
AIRGROUNDS"
~
> ~?A( LC PEWI'ER ~ (15)5 ~ .
r ~ (10)5~
MAIN AVE ~ t
~ ON
~IIEM HO~ME a m
I ` QEPOT vv
SPRAGUE AVE ~ I
K ~ E p 0 to-
WARE ~
Z ? 0 v~ I
~ = VH
2ND AVE
ISPOKANE VALLEY AY
vN
I vvN (15)15~
'N t
<S <S ~ 25 40 ~ 0
~(45;35 25~35~ ,in •
N
> o)so 80(110) (11 o)eo so(i i a) w
t
~
~
~
~
v
~
, ~ .
LEGEND
PUBLIC STREET
PRNATE ACCESS DRIVEWAY PHASE 2 SITE-GENERATED TRIPS
XX • WEEKDAY PM PEAK HOUR HOME DEPOT RETAIL CENTER PHASE 2 fl~u~
SPOKANE, WASHINGTON
(X~ - SATURDAY MID-DAY PEAK HOUR AuGusT Iss7
,MFoa
.
~
. Mi Steve Siaiis Pto/ect 1668-2
August 22, 1997 P89e 8
(Phase 3) development
Potential Locations for an Additionul Traffic Sigaal
Passible locadons for aa additional tratfic sigaal along Sprague Avenue are at CAmahan Road, the
site daveway located opposite the Eagle Hardware entraace, McK.innon Street, or Howe Street A
signal at Howe Street (approximately 800 feet west of Fancher Road) may be wit}un the lnfluence
fuea of vehicle queues at the Fancher Road signal Plus, a signal at Howe Street will most Iikely
serve Home Depot and Phase 2 developnlents, but not the future development on the west side of
the site. The additional signat should predorninantlp serve Phase 2 and the future (Phase 3)
development vntJun the Home Depot Retail Center. plus the land uses on the south side of the srte
(i.e., Eagle Hazdware). Thus, a signal at either McKinnon Street, the dnveway opposite the Eagle
Hardware entrance, or Carnahan Road would be a better choice in tenns of providing good access
for all existing and future businesses withtn the study anea. Overall, further study is needed to
detemune the optimum signal lucanon in terms of not adversely affecting progression or velucle
queues along Sprague Avenue, while maintaining balanced access opportunities for all existtng and
future businesses within the Home Depot Retail Center and those on the soutli side of Sprague
Avenue.
Conclusion
The following conclusions can be dra«ru frflm the preluninary analysis descnbed in this
memorandum
• Phase 2 development will generate approxumately 280 weekday p m. peak hour tnps, of
whicb 140 will eater the srte aad 140 will exit the site. Also, approximately 390 Saturday
mid-day peak hour trips will be generated, of whicb 195 will enter the site and 195 will exit
the site.
• The estimated trip distribution pattern shows that approximately 56 perceut of the site-
generated tnps will come from west of the site via Sprague Avenue and 37 percent of the
tnps wi11 come from east nf the site via Spmgue Avenue Also, approximately one percent
wnll come from south of the site vta Fancher Road and six percent will come from north of
the site via Fancher Road These percentages are based on the current roadway network and
does not take into account the future I-90 interchauge alterations wnth Sprague Avenue and
Fancher Road.
• An addiuonal U-affic signal will be aeeded to serve Phase 2 and future development of the
Home Depot Retail Center However, without knowing tlie e,cisting voiumes at the Howe
Street aad McKinuon Road access dnveways (were not counted for the original Home Depot
traffic study), it is not known exactly whether the signal would be warranted under Phase 2
or future (Phase 3) development (These Counts wtll be obtained follovving approval of the
assumpiions of this preliminarv analysis bv Spokane County )
• The ophmum location of the future traffic signral cannot be determined without further stud~ .
but likely candidates include iVicKinnon Rnad, the access oppnsite the Eagle Hardware
driveway, or Camahan Road
Ksttelson 6! Asscclates, lnc Pordand, Clregon
Mr Sleve Stairs Pro/ect t 668; 2
August 22. 1997 Pa98 9,
I trust that tius letter adequately addresses the prelun.inaiy traffic-analysis for Pliase 2idevelopment
of the Honle Depot Retail Genter If'you have° anv quesnons regarding tlus analysis, please call
either of us at (503) 22r8=5230
Sincerely,
K:ITTEI:SON & ASSOCIATES, INC
5 ~ Bruce Robinson Janaes Colyar
P'rojecf, Manager Project Analyst
Kittelson & Assocrates, /nc Partland, Oregom
Stairs, Steve
From: Stairs, Steve
Sent: Monday, August 11, 1997 3 00 PM
To: 'jcolyar@kdtelson com'
Subject: Home Depot future devetopment
James.
I have reviewed the sde pian provided by Bemardo Wills Architects, the original traffic study and
conditions of approval for the Home Depot project at the Sprague & Fancher sde
As I stated in our phone conversatlon last week, I felt that an updated traffic study was necessary
gNen the condition from the Heanng Examiner Committee that the future development of the B-3
zone would go before a pubbc heanng and that the origmal study looked at total build-out
oocurring in 1997 Further, it is unclear based on the site plan what the future development will
entaii.
I dhmk the besE way to approach this updated study is for you to develop a distnbubon for the
expansion of the site, showmg the
anticipated land uses and where the additlonal trips will visit tlhe sde With the distnbuton, we can
then begin to see if there are any areas of concem that the County or WSDOT would like further
study i do know that from the lest study our Traffic Engmeer, Bob erueggeman, did express
some concems about the proposed signal at the west end of the Home Depot srte I don't know
the parbcular concems at thm time. Perhaps you can discuss arry smgnal¢aUon plans too
I hope this prowdes you with enough directaon to get you started with your projecL If you have
any questions or need anything further from me please don't hesitate to contact me at (509)324-
3492 or by email at sstairs@spokanecounty.ong
Steve Stairs
Transporhatlon Engineer
southeast quarter; tlience east to a point on the west line of Fancher Road, from which
point bears north 550 feet north of the centerline of the Oregon-Washington Railroad
and Navigation Company right of way, and terminus of said line; EXCEPT any portion
thereof lying south of the Oregon-Wastlington Railroad and Navicration Compally right
of way; EXCEPT Fancher Road.
EXCEPT that portion conveyed to the County of Spokane by QLlit Claicli Deed dated
May 3, 1994, and recorded under Auditor's No. 9405130550;
EXCEPT that portion of the above described property lying within the east 90.00 feet
of the south 346.43 feet;
EXCEPT the north 500 feet of the Nvest 321 feet;
"I'OGETHER WITH chat portion of the Oregon-WashinQCOil Ra111"O~1C~ ~iIld I~clvigation
Company right of way lying in the east 30 feet of the southwest quarter of Section 14,
Township 25 North, Range 43 EWIvi;
TOGETHER WITH that portion described as follows: Beginning at ttle northeast
corner of tbe above described property thence south 89°28'34" west, along the north
line of the above described property, 825.00 feet; thence north 00°07'O8" west, 55.00
feet; thence north 89°28'34" east, 825.00 feet to a point on the west right of way for
Fancher Road, thence south 00°07'O8" east along said west right of way. 55.00 feet to
the point of beginning.
Situated in the County of Spokane, State of `Vashington.
SPOKANE CUUNTY DIVISION OF BUILDING AND PLANNING
1. The proposal shall comply with the Regional Business (B-3) and Aquifer Sensitive
Area (ASA) overlay zone, as amended.
2. The applicant shall develop subject property generally in accordance within the
concept presented to the Hearing Body. Variations, when approved by the
Planning Director/designee, may be pernlitted, including, but not limited to buildinc
location, landscape plans and general allowable uses of the permitted zone. All
variations must conform to regulations set forth in the Spokane County Zoning
Code, and the original intent of the development plans shall be 111i11I1[illllecl (See
condition # 3 for restrictions to future develoPiiient).
3. A public hearing review by the Hearing Body is required prior to any site
development for the area illustrated as "Future B-3 Development" on thc site plan of
record. The detailed site plan presented at a subsequent hearing must address
concerns raised at the public hearing and address conditions of approval imposed
by this hearing body.
4. Approval is required by the Plailning Direc[or/designee of a specific li~hiing and
signing plan for the described property prior to the release of any building pernlits.
5. A specific landscape plan, planting schedule and provisions for maintenance
acceptable to the Planning Director/designee shall be submitted with a perfonnance
HEC Urder for 'LE-31-95 Page 3
r
•
Transportation lmpact Analysis
The Ho e Depot
Sprague Avenue &
Fancher Road
Spokane County, V1/ashington
0 PtAFT
Prepared for.
THE HOME DEPOT
601 Sou#Ft Placenba Avenue
F:ullertan, CA 92631
[l1 4) 738-5200
Prepared by:
Klttels•on & A~Ciates, InG.
610 S,N Alder. Surte 700
Portland. Otegon 97205 (503) 228-5230
PrCleCt No : 1898 00
June 't995
i
~ June1995
The Home Depoi Sprague Avenue & Fancher Road-DRAFT Tab►kof Ccn, tsnts
Table of Contents
Section 1
EX@Ct'JLjVe SU17'1T8ry . . • • 1
Section 2
IntroducUon . 3
.
Section 3
Ewsting Condifions 7
Section 4
Trafflc Impac:t Malysls . 13
Section 5
Long-TeRn Transpartat,on Analysis - 29
Section 6
,Conclusions and Recommendahcns 31
Sectlon 6
References r • . 33'
Appendtx A
Descnption of Levet-of-Service Methods and Crrteria 35
~
Kittel'son & Assocrafes, lnc '
.
~ June 1995
The Home Depoi Sprague Avenue 8 Feneher Roa"RAFT List of Rgures
List of Figures
Figure 1 Srte Vicinity 5
Figure 2 Site Plan . 6
Figure 3 Ewsting Lane Configurabon and Control 9
Figure 4 Ewsbng Peak Hour Traific Volumes 11
Figure 5 (1897) 6ackground Peak Hour Traffic Volumes 15
Figure 6 Distribution of Site-Generated Tnps . 19
Figure 7 Phase 1 Slte-Generated Peak Hour Traffic Volumes 20
Figure 8 Phase 1(1997) Total Peak Hour Traffic Volumes 21
Figure 9 Phase 1 Lane Configuration and Control . 22
Figure 10 Phase 1& 2 Site-Generated Peak Hour Traffic Volumes 24
Figure 11 Phase 1 & 2 Total Peak Hour TratFic Volumes 25
Figure 12 Phase 1& 2(Recommended) L.ane Canfiguration and Control 26
List of Tables
Table 1 Existing Levels of Service 10
Table 2 1997 gackground Condftons 16
Table 3 Trip Generation 18
Teble 4 1997 Levels of Service - Phase I . 23
Table 6 1997 Levels of Sernce - Phases 1 & 2 . . 27
Table 6 Staclang Distance Analysi.s with
Full 8uiidout (95% Confidence Levet) 28
Table 7 2010 Traffic Volumes 30
Kittelson & Assoc/ates. !nc ri
•
.
Section 1
Execu'tive Sum'mary
.
' June 7995
The Home De.pot SSVr'agtte n4verzve S Fancher Road DRAFT Executrve Surrtmary
ExeCL.Itl11'P Sumt'1'1a1"y
The Home Depot ls gropostng to build a retail center in Spokane Count}F, Washington norih of
Sprggue Averrue and west of'Fancher Road in East Spokane The developrnent of thz ??-acre
site will iaclude a 134,400 square faat Home Depot state on the east part (Pbase I), cwo ?5.a00
square foot retail [$nant buildings tn the zniddle and anotMeF inaaor retail stflre an the west part
af the site (Phase Based on the resulcs of the traffiz lmpact analysis described in thls report,
the proposed Home DeFot sate can be developed while rnaintaining acceptahle levels of servSCe
artd safety at the site dnveways and on the surrounding transpvrtatian system The analysrs
resulied m the follawing findings and recommendauons
• Under worst-case conditions. Phase Y of the proposed develop.ment is expected to
generate a tatal vf appr-oximately 542 trips dunng the typical weekday p m. peak hour.
Of these tnps, approxunately 434 tnp$ during the weekday p.m peak hour regresent
net new tnps Dunng a S$turday rrudday peak hour, the proposed development is
expected to generate a tacal of approxurnately 905 tnps of which approximately 724
represent nei new trigs.
•[lnder Pbase 1+2 full buald-ouc, the proposed development is expected to generare a
total of apprcyxzmately 1,568 trtps during the typlcal weekday p m peak bQUr Q#' these
tnps, apprvximately 1,140 represent net new tnps. For a Saturdav mudday peak hour,
the proposed development is expected to generate a total of approxunately 2,285 tnps,
C)f these, approxnnateXy 1,623 tnps repreSent net new trips
• Phase 1 access ts proposed wia two auto accesses and a truck a.cces on Fancher Road
with an additaonal access onto Sprague Avenue or Carnahan Road from the west pa.rt of
ihe SIte.
• Fvr Fhase 2, in additian to the Phase 1 access drirves, twa further accesses are proposed
for Sprague Avenue The locatian of these accesses will depend an prapertv acquisian
alang the north side of Sgrague Avenue. In this analysis they have been assumed ca be
lacated opposite Howe a.nd McKnnon Roads
• An evaluatiop of stacking distance requuements revealed that the storage lengths
pmvided ay the proposed sate plan are sacisfactory pravided the west acccess Qn Sprague
Avenue is Iacated on Carnahan Raad, or more than 500 feet easc of Carnaban Road on
Sprague Avenue
*The south access on Fancher Road is constraned by the lac~C of sufficxent stora~e
aistance for 1eft-turn enteripg Yehicle5 It is proposed that this access be canstructed as
a right-in* 1eft-out, right-out access, and that a1l left-tuaung enteLUng traff c from
Faxtcher Road use the aenter and north access drives
~ The site plan prowides suff`icient an-si[e circulation to accommodate truck deliveries
and internal szte tra~f'ic
FGtte[son ~ Assaciates. fnc 2
~
s
SectiOn 2
Introduct'ion,
~ June 1995
The Home Qepof Sprague Avenue 8 Fancher Road-0RAFT Introduchon
introduction
SCOPE OF THE REPORT
This analysis addresses the transportauon-related impacts associated witb the proposed devel-
opment of the Home Depot site at the intersection of Sprague Avenue and Fancher Road to the
east of Spoke in Spokane County. Washington Figure 1 is a site vicinitv map for the proposed
development Specific issues discussed ln this report include
• Existing land use and traffic condiuons within the project study area
• Exisung traffic condiuons in the site vlcinity dunng the weekday p m peak hour, and
dunng a Saturday rrvdday peak hour
• Traf~ic operatlons under 1997 background traffic conditions without the proposed
development of the site.
• 7np generation and distnbution estimates for the site assuming an intenm Phase 1
completion; and full build-out (Phase 1+2)
• The planned internal cuculauon and proposed access points for the site
• The traffic unpact of the proposed slte development for Pbase 1 and Phase 1+2 on future
weekday pm and Saturday nudday peak hour operations at key intersections in the site
vicinity
• Traffic operauons at the proposed access dnveways after the assumed openina of the
development (1997) for comgletYOn of Phase 1 aad Phase 1+2
PROJECT DESCRIPT'ION
The proposed site plan calls for the development of a 27 acre site in Spokane County
Washington north of Sprague Avenue and west of Fancher Raad Full butld-out of the site % ill
include a 130,000 square foot Home Depot store on the east part (Phase 1), two retail tenant
stores in che center for 25,000 square feet each, aad another major 175,000 square foot retatl
store (Phase on the west part of the site.
Access to the site is proposed ac dnveway locatioas on Fancher Road aad Sprague Avenue
Pumary access for Phase 1(Home Depot) is to be located on Fancher Road via two autoinabile
accesses and a truck access A single access to the west part of the site is proposed for either
Sprague Avenue or Carnahan Road depending on available land purchases
For Pbase 2, two addiuonal access dnves on Sprague Avenue are proposed For the purposes
of this study they were assumed to ber located opposite Howe and McKinnon Roads as a w orst
case scenario Initial site construcuon is expected to begin in 1996, with the store opening in
mid-1997 Figure 2 shows the proposed site plan
KitteJson & Assoclates, Jnc 4
~
NORTN
(NOT TO SCALE)
0
~
~ 9G
u
~
8ROa0waY avE -
~
INTERSTATE
SP,OKANE.- ~ FAIR6ROUNOS
y
1 ~
I
I
I
' i
' MAIN AVE ,
SITE
SPRAGUE AVE
- r
~ a w ~
Zcr w '
3
2N0 -AVE ~
- SPOKANE YAIIEY FREEWAY p
-
- - ~
SITE VICINITY MAP
- ,
THE HOME DEPOT ~ fIGURE K
SPOKANE, WASHiNGTONI' JUNE 1995 ~
t b6Hf00
■ ' JOOM- `
.
/ I
NOAitA
~E~ ~
14 SC~►
~
!
-s
~
~ -
s "
/
. ~
J/I" '
1f V V
V ~
V ~
1~ ~ •
~ ~
✓ ~
\ ~p[+1y+~)
v ~
/
~
/
,
.
~
~
1 ~
~ F~iGURE
, P LA _ b
.
, -
a ' SITE •
~ U'EPol Ib69t'
~ , ,-TME Np~~E >~~~HI~yGSON
~ SppK,A ,
,LjuN~ 19,9 5'
1
Section 3
Existing Conditions
June7995
The Home Depot Sprague Avenue 8 Fancher Aosd-0RAFT Exisfmg Condficns
Existing Conditions
SiTE CONDITIONS AND ADJACENT LAND USES
The site is presently undeveloped, and was previously used as a raliroad yard It is surrounded
by several commercial uses A Union Pactfic Railroad line runs alone the northern boundary
of the site, and the Spokane Interstate Faurgraunds Iie to the north-vvest of the syte The site is
zoned Industrial whicb allows uses such as the previously existing railroad yard A strip of
cammercial uses exists between Sprague Avenue and the site Access to Sprague Avenue may
need to be obtained through the purchase of some of these properties
TAANSPORTATION FACILITIES
The pnmary roadways providing access eo the proposed site are Sprague Avenue to tbe south,
Carnahan Road (curreatly vacated) to the west and Fancher Road to the east
Sprague Avenue is a major arterial street wkth a five lane cross section and a 35 mile per hour
speed Iinut Sidewalks are generally provided on both sides of the street, but no bicycle lanes
exist The commercial uses lining the street have maay closely spaced dnveway cuts giving
poorly controlled access There is no on-street parlung.
Fancher Road is aa artenal street with a five-lane section adjacent to the site except at ics
approach to Sprague Avenue where it narrows to a four lane section The posted speed is 35
mph and sidewalks are provided both sides (with the excepUon of the Denay's frontage)
although no bicycle facilities are provided No on-stmet parking is provided
Carnahan Road is a rYUnor street wluch has a stog-controlled T intersection with Sprague
Avenue On-street patking and sidewalks are provlded The speed lunit is 25 mph The north
leg of the intersection is currently vacated
Figure 3 shows the existing roadway system, traff'ic control, a.ad lane configurations in the
scudy area
PEDESTRlAN AND BiCYCLE FACILITIES AND ACTNITY
Field observauons revealed few bicycles in the vicinity of the proposed devzlopment, and
limited pedestnan acuvity occurred mainly on Sprague Avenue No county roads in the area
have exclusive bike lanes.
TRANSIT FACILITIES
Fixed-route transit service is provided on Sprague Avenue by Spokane Transit via Route 9(East
Sprague) which provides service seven days a week The schedule indicates service at a
20-minute frequenc.; dunng the a m cammute peak with 30-minute headways thmugh the rest
of the day until 7 p m after whuch hourly service continues through 1-00 a.m Weekend servlce
is approxLmately twice hourly on Saturdays and once hourly on Sundays
s
Kittelson 8 Assocrates, lnc
~
LEGENp a
~ HaRrH
(NOT t0 SCAt.E)
50 - S1CNAl. ~ xc
, Sl'OP S1GN A PJw*
~
-40.
eROaDwav avE ~
~tt~ tt
l„+„
~pp~~~~,~,
r~
MN AW
~
S TE
~
V' tt ~
~
sPRAcuE avE ~ N
~ a En
W z v ~
~ o z r 0
u
~
~ ~
~ 1 ~ 4NO
~
FXlSTING
LANE GONFIGURA TION & CONTROL
YHE HoME nEPoY FIGURE p
SP4KANE, wAsHINcroN
JUNE 1995 ~
1668BIOS
June t995
The Hon:e Depot Sprague Avenue 8 Fancher Road-0RAFT Ewsdng Condrt,ions
TRAFFIC VOLUMES AND PEAK HOUR OPERATIONS
The traffic analysis was performed for a weekday p m. peak hour and a Saturday midday peak
hour. Manual traffic counts were conducted dunng May and June 1995 at the following five
intersecuons Sprague Avenue/Fancher Road, Sprague Avenue/Carnahan Road, Sprague Ave-
nue/Havana Road, Sprague AvenuelDollar Road and Fancher Road/Broadway Avenue In
addition, driveway counts were taken at Eagle Hardware's two dnveways on Sprague Avenue
The counts were conducted between 4.00 and 6 00 p m on a m.id-week day, and between 12•00
noon and 3:00 p m on a Saturday Existing weekday p m and Saturday peak hour traffic
volumes are shown in Figure 4. All volumes have been rounded to the nearest five vehicles per
hour.
Current Levets of Service
All level-of-service (LOS) analyses descnbed in this report are in accordance with the
procedures stated in the 1985 Hcghway Capacity Manual (Reference 1). Appendix A in tlus
report presents a description of LOS and the cntena used to deternune LOS Tlus appendix
also explains bow LOS is measured and describes what is generally considered to be the
acceptable range of LOS. To ensure that this analysis was based on a worst-case scenano, the
peak 15-mtaute flow rate during tlie weekday p.m. peak hour was used in the evaluauoD of all
intersection levels of service. Thus, the analysis reflects the conditions that are likely to occur
for 15 minutes out of each average weekday p m. peak hour and Saturday peak hour For this
reason, traff'ic condiuons durxng all other nme periods will Iikely operate better than the
condiuons descnbed in this repart
Levels of service for exisUng signalized and unsignalized intersections are listed in Table 1 for
both weekday p m. and Saturday peak hours For signalized intersections, the table Lsts delay,
volume-to-capacity ratio, and the corresponduig LOS, for unsignalized lntersections, the
reserve capacity and corresponding LOS are given
As indicated in Table 1, all ultersections within the study area presently operate at acceptable
levels of service dunng p.m. and Saturday rrudday time pe:iods The four signaLzed iatersec-
uons operate at service Ievel "C" or better, while the unsignaLzed untersections operate at
service level "E" or better It should be noted that for unsignalized intersections, the level of
service reported is generally that for the rninor street approacb, and cypically for the left-turns
Table 1
Exisfing Levefs ot Service
Weekdsy PM Saturday intersection
Delay Res Cap! LOS Detay Res Cap! LOS
V/C V/C
Sprague/Fancher 152 0 65 C 109 0 48 B
Sprague/Camahan 62 E 41 E
Sprague/Havana 160 0 66 C 119 0 45 B _
Sprague/Dollar 51 j 0 64 f B 50 0 44 B W
i
FancheN6roadway 191 , 0 76 ~ C ~ 139 ( 0 35 B I
Kiftelson 8 Associates, !nc 10
,
~ .
LE4'£ND
XX Yt}'EKQAY PIJ P[AK YpLU6irS r
11 MY r~
(k7t) - SAtIlRQAY MI#aI?AY F'fAK UOIIJl~ES wo (NOT Tp SCIILE)
- - ' SSS~128~ ~ 1 IGp
{`g-~~r ~ v
(97,0 1 f ~ ~ ~ w
It~r
BROAOwAV AVE
/~M~ YIAYI
Kt~
(E79a+478i0~t170
r rwH AvE ~2gyaa~ r so~~s}
SIT~ ~ ~
V
V
V'
~
_ sPucuF nvE 4t
~
RY~iG VI
W w4nIny_+
~Ny q~
/ ~mN
(94)b5~ K ~ Q(49)
('18S 3S~ +~$O~ 84S) (90)IIS•~ ~934
(701bQ--k ~9)
150
0Q}
70~ 60(55)
t r
~
~
E'XlST1NG
PEAfC HOUR TRAMG VOLCIMES
~
THE HoME oEPai FIGURE
~
sPaKaNE, wAsHINGroN 4 ~
JUNE 1995 ~
,
166erooq
~ June t995
The Home Depof Sprague Avenue 8 Fancher Road-0RAFT ExrsUng Condi0ons
from the minor street This is therefore a level of service experienced by a small number of
vehicles, while for the majority of vehicles traveling on the uncontroUed major street, level of
service is usually significantly better
PLANNED TRANSPORTATION 1MPROVEMENTS
Short-term Future
In the short-to-mediuin term, no major uansportation improvements are planned for the site
' viciniry
Long-tert» Future
The Washington State Department of Transportauon plans to reconstruct the exisung Sprague
Avenue Interchange by the year 2010 for which the long-term aaalysis for this pro,ect was
conducted. The interchange reconstruction would re-align the freeway ramps such that they
would give access directly to Fancher Road rather than Sprague Avenue. Although conceptual
plans have been in existence for some urrie for this project, no funding has been secured, and
there is no defined project ume-line. The long-term analysis conducted for this report did
however use model volumes wh.ich assume the new onentauon of traffic flows resulting from
tbe interchange reconstruction
K►tteJson 8 Assaciaies. Inc 72
.
Section,4
Traffic lmpact Analysis
June1995
The Home Depoi Sprague Avenue & Fancher Road-DRAFT Traffic Impaet Analysts
Traffic Impact Analysis
The traff'ic impact associated with tbe proposed site developmeat dunng the weekday p m peak
laour and the Saturday nudday peak hour was evaluated as follows
• The total number of future peak hour tnps was estimated for Phase 1 developnlent and
for cornplete build-out (Ehase 1+2) of the site based on the proposed size of the
development
Background weekday and Saturday peak hour traffic estimates for the year 1997 were
selected as the basis for comparison Based on an analysis of recent traffic growth on
site vicinity streets including Sprague Avenue, agrowth factor of five percent 5% per
year) was used to account for future traff"ic growth wjthin the study area
• Estimated site-geDerated traffic was added to the 1997 background volumes to deter-
mine the future traffic operation ]evels at key mtersecUQns in the site vicinity and at the
proposed site access driveways for Phase 1 and Phase 1+2
• The proposecl access dnveways were examined for potential signalization
• A queuinglstackuig analysis was conducted for the pnmary access dnveways
• The site access locations were analyzed for adequate left-turn storage and sight distance
requirements
• Tbe mtemal site cuculauon, with respect to the proposed access driveways, was
revlewed for potential operauonal or design deficiencies, as well as for efficient
pedescnan and bicycle operations
Tbe methodology summanzed above and the results of the analysis are presented in detail in
the remainder of thrs section
1997 BACKGROUWD TRAFFIC CONDITIONS
The 1997 background traff'ic condiuons were establxshed by exanurung recent traffic growth
trends in the study area A five percent (2 S% per year) area-wide growth factor was applied
[o the exist.iang peak hour traffic volumes shown in Figure 4 This growth rate was deterrnined
by analysis of traff'ic growth on arterial strcets in the site vicinity suppued by Spokane County
and Washinton State DOT Figure 5 shows the estimated 1997 background traffic volumes fos
the weekday p m peak hour and the Saturday nudday peak hour, rounded to the nearest five
vebicles per hour.
Level of Service Analysis
Table ? shows the 1997 background level of service for the weekday p m peak and Saturday
nudday hours
As shown 1n Table 2, all siQnalized and unsignalized intersections in the study ai-ea will conunue
to operate at acceptable Ievels of service during the time periods analyzed, with no level of
service changes from the exisung conditions analysis
Kittelson 8 Assocrafes. Inc 14
n~
tf GENO ~
xz - wEfKoAr ru PUK vptuM[S NORTti
(xx) - SI►tURMY MIpDAY PGK Y4lUUE5 (NOT TO SCALE)
(6G 155~ ` 19 ~ ~Q
t(4S 1/S~~' r SS(~yol
~~r &
J ~ s q
5(s)
(1090
~o
j s)
Itf BROADMII►Y AVE ~
Q^ ~i ~
~ N o 0
oii~io~ .-~i~t i»s
wuM AvE (rs~s~ r+K~dl
t r
SITE
~
V
~
~ SPRAGtsE AVE ~
W ~ ~ $
O~~10/ M
V-CIOYI O
~
Oat ~Ipry
~lt 1l`
17 5"04 7 45
) ~t10 t00
(8(75)I 0~ ~ Si 76)~ (100){60J
~ r (t07`I'00; ~~a6Syi~SI
~t r
in
.Q°. h v n
v.. w
v
1
(1997) BACKGROUND
PEAK HOUR TRAFFIC VOLUMES
~ THE WOME DEPOT FIGURE 17/
SPOKANE, WASHINGTON NE 1995
,JU f 166erao5
June 1995
The Home Depo! Sprague Avenue 6 Fancher Road-0RAFT Tralfic ►mpact Analys,s
Teble 2
1997 Beckground Condttlons
• Weekday PM Sabnday
Intersection I
Delay Res Cep/ I LOS Deley Res Cap/ LOS
V/C ~ V/C
,
Sprague/Fancher 156 ~ 0 68 C 112 0 51 B
Sprague/Camahan ~ 61 E 40 E
SpraguelHavana 165 0 69 C 121 0 47 B '
Sprague/Doller 53 0 68 B 51 0 46 8
Fencher/Hroadway 191 0 76 C 130 0 33 B
PROPOSED DEVELOPMENT PLANS
The proposed development covers a 27-acre site in East Spoka.ne, VWaslungton The site lies
north of Sprague Avenue and west of Fancher Road Full build-out of the site will include a
130,000 square foot Home Depot store on the east part (Phase 1),with two 25,000 square foot
retail stores in the center and another major retail store (175,000 square feet) on the west part
of the s3te (Phase Z)
ACCESS ALTERNATIVES
Phese 1
Access for the proposed Home Depot store (Phase 1) is planried via three driveway locations
on Fancher Road and one on Sprague Avenue or the currently vacated gart of Carnahan Road
One full-movement and one lunited-movement auto access, and a truck access will be located
on Fa.ncher Road The south-most access would be hnuted to nght-in and left-ouUrighc-out due
to the lack of storage space for north-bound left-tunuag vehicles on Fancher Road In addition,
one full-access drive is proposed for the west part of the site under Phase 1 Thts access would
be on either Sprague Avenue or Carnahan Road For the purposed of this analysis, a worst-case
assumption of loa&ng opposite the Eagle Hazdwaze wesc dnveway was assumed
Phase 2
In addition to the accesses for Phase 1, two further accesses onto Sprague Avenue are praposed
to accompany Phase 2 The Iocauons of these accesses have yet to be determinerl but were
assumed to be opposite the existing Howe and McKinnon street intersections on Sprague
Avenue
TRIP QENERATION
The proposed Home Depot development w1I1 serve primarily as a local attractlon for Spokane
and East Spokane County Estimates of weekday p m. peak hour and Saturday nudday peak
hour vehicle tnp ends for the groposed developments were deveioped from empirical observa-
Kfttetson 6 Assoaietes, Inc 16
.
June 1995
The Home Depoi Sprague Avenue 8 Fancher Road-0RAFT Traffic Impact Analyws
tions at other sirrular developments. These observations are summanzed in the standard
reference manual, Trip Generatcon, Sth Edition (1991), pubLshed by the Insutute of Transpor-
tation Engineers (Reference 2)
The site-geaerated traffic is divided into four basic types of tnps
1. Pass-by Trrps-These trips currentlv exlst on the roadways that provide primary access to
the facilitv and are beiae made for some purpose other than vlsicing the facihtv (for example,
a trip from work to home) Pass-by trips do not result in an}° increase in baekground traffic
uolumes witlun the study area Usually, che only unpact of pass-by tnps occurs at the site
driveways, where they become turning moveznents Therefore, pass-bv crips typically have no
additional effect on the road system beyond the development's dnveways
2. Internal Trips-These uips are generated by other facilities at the proposed development
Consequently, tnps are combined into one joint tnp to the development (i e, two or more
facilities in the development attract the same motonst) Internal tnps result oaly tn additional
on-site traffic and have a mUUmal effect on the surroundina transportauon system The only
effect internal tnps may have oa the surrounding system is the p:,ssibiliry of accessing the
center differently to reach eacb faclLty on the site
3. Diverted Tnps-These trips are curreatly being cirawn to other commercial activities that
corapete with the proposed facihty, but are redirected to the new facilitv when it opens This
reduecUon usuaily occurs because of an unprovemeat in convenience and proxinvty for the
affected motonsts Diverted trips result in an lncrease in traffic volumes wlthin the imnnediate
site vicinity, but also result in a decrease in traffic volumes at other locaUons wlthin the area
(i.e., in the areas where the motorists used to shop) For this reason, this component of the total
generated demand causes no change in the total aumber of velucle tnps within the area, even
though it may add to the number of trips within the tmmed.iate site vicinity Another side benefit
is that bv diverting, these trips often cause a net reduction in total vehicle miles uaveled on the
area-wide tranSportauon system. Thus is a common-sense observation, as it ls difficult to
imaeine that many dnvers would divert to a new facility in order to travel a greater distance
than they did previously
4. New Trtps-These tnps would not have been made without the existence of the proposed
facility Therefore, this is the only tnp type that results in a net increase in the total number of
trips made wlthin the area These are also the only tnps tlaac represent add.itional vehicle miles
of travel on the uansportauon systein.
Typically, 30 to 50 percent of the craff'ic geaerated from a retail center of this size on a busy
artenal street like Spraoue Avenue result from velucles already passing by the site Table 3
shows the estimaced weekday p.m and Saturday audday peak hour uip generation character-
istics for the proposed site development, including the assumptions made for reducUon made
to account for pass-by and internal urips
As this table shows, under Phase 1 the development will generate approxiruatelv 542 trips
dunn'a a typical weekday p m peak hour of which 434 are considered to be new trips Durcng
a Saturday peak hour, there will be approximately 905 tnps of which 724 are considered ne~
tnps. At full build-out the proposed development will generate approximately 1.568 weel.daN
p m peak hour tnps, of which 1.100 are considered to be new trips During a Saturda~ peak
hour, there will be 2,285 trips of which 1,623 are new tnps
Kittetson 8 Assocrates. !nc 17
.
, June 1995
The Home Depof Sprague Avenue 8 Fancher Road-0RAFT TralYre Impeaci Anafysrs
Teble 3
Trip Generabon
Weekday PM Peak Seturdey
Size !TE
Land Use (sq ft) Code Inbound ~utbound Totel IhDound utbound Total
~
Home Depot
Lumber 8 Buitd j 103.000 812
271 271 542 452 453 905
Nursery 27,068 817
Less Pass By Tnps (2096) (54) (54) (108) (90) (91) (181)
Total Phase 1 Nel New Trips 217 217 434 362 362 724
,
Retad A 8 8 50,000 820 122 122 244 165 165 330
Less Pass Ey Trips (35%) (43) (42) (85) (58) (58) (116)
Less Internal (5%) (6) (fi) (12) (9) (8) (17)
Major "A" 175,000 820 432 432 864 586 585 1,171
Less Pass By Trrps (35°r6) (151) (151) (302) (205) (205) (410)
Less Intemal Trips 166)0~ (22) (21) (43) (29) (30) (59)
Total Phase 1 & 2 Net New Trips 550 550 1,100 812 811 1,623
,
TRIP D1STR1BUT10N/ASS1GtNMENT ANALYSIS
The distribuuon of site-generated trips onto the roadway system withun the study area was
estimated using a two-step process First, exisung traffic patterns were evaluated to deterrtune
the duection in which traffic flows during the weekday p m. peak hour Second, the proposed
development's market azea was forecast by Zipcode and analyzed to deternune botb the amount
of site-generated traffic and the duections of travel Based on the results of this analysis, it w•as
determined that the tnp distnbuuon shown in Figure 6 adequately represents the peak hour
traffic pattern Based on the trip distnbuUon estimates, traffic assignments were prepared for
the off-site intersecuons and the site access dnveways. Figure 7 shows the assignment of
site-generated traff'ic during the weekday p m. peak hour and Saturday rrndday peak hour
TOTAL TRA►FFIC VOLUMES/OPERATIONAL ANALYSIS
Phase 1- Home Depot Store
The 1997 background traffic volumes for Phase 1 for the weekday p.m and Saturday peak
hours shown in Figure 5 were added to the site-generated traffic shown in Figure 7 to arnve at
the 1997 total traff'ic volumes shown in Fiaure 8 Level of service analyses were conducted
these volumes for the study intersecuons and dnveways. The lane configurauon and
usina
conuol assumpUons used aze shown in Figure 9 Table 4lists the 1997 levels of serviCe for the
intersecUOns with.in the study area.
K#ttelson & Assocrates. Inc ~a
NOpTN
(NOT TO SCALE)
~
LLA ~ 90
U ~ ~010
u,
71/o BROAOWAY AVE
~ - . - - - - - - - ~ !
, .
2° o
SPOKANE
; INTERSTATE
~ FAIRGROUNOS
.
. i
I
i
MAIN AVE
SITE .
o ~
131, SPRAGUE AVE 118yo
z rn N
o -
Z cr.
ce ~
~ Y ~ r J
2N0 AVE C9
~ SPOKANE VALLEY FREEWAY
22°l. a~
~
~
DISTRIBUTION OF
SITE GENERA TED TRIPS
',FlGURE ~
THE HOME DEPOT
SPOKANE, WASHINGTON C
IJUNE 1995 6 ~ ~ .
1666ta012
~
,
~
ov~
LGCENO „ NORtH
xx WtKDnr rM rEAx MuMIs ~ 11 (N0T TO SCAIE)
i Oon.o
(z~) - snIuminr MiDOAr aFAK voLuMEs
~ ~i~~io~ r iKts) t
.9 ~
(ti:o)~or-► r~oi~~>> .
ti ~ioo~es~
BROADWAr AVE i
~n
o^
~
n
~
D
WIIN AYE
~ ID 1S ~
~so,~~ ~ so go S T E ' a
~ 33 ss
rr {~s~►o1
^ ~ (t65)p5,
sPRAcK AvE
• ~
~ (2S)35 -001 ~ 130(21S)
(~~o)~oJ (-~s)-u-► a--f~(-~s) I9s~as.-. ~-~o(9s1
t
in ~ N
~ e
n
V ~
NotF Negotive values caused by teossignment oi passby lnps "
PNASE 1
S1TE GENERA tED
PEAK HOUR TRAFFIC VOLUMES ,
'THE HOME DEPOT FICURE
SPOKANE, WASNINGTON 7 <
IJUNE 1995 ~ ~ 1668t006
.
•
I~CENp ~ ~ $
zz - wEEKPnr rM rcAac vowMEs NORTH
~ r ~ (NOT TO SCAIE)
(zx) _ snTUr+~r Minnnr prn~c uni uu~ s
/0001 ~ i~ (,ots.J t~o
~~o~~ ~ ~ ~ (so'i7sJ~ k. ieo 1 os (stsN r 30
(9I~O 164/10~► 1-21 160~ 2
90)I 1 r~iojes) ~lis uo1 reo( sl sk~
(s)lo ~ t r 9
~ss)~o1
v y ~
erroAowAr ~ $ t
;x
NO ~P j wn~ Nr/
nn•
000, pCC~O w
/001~
AvE
fssl~sl ~~s ~so)
ce~~1je°s, ...s~~~~1 ,
'~tPr • b~
N~N SITE
~,s,►oJ
(ioo)itol
~ rn ~
SPAACUE AVE $ ~
rn
I v
~
~ YI N A►
i►
MI • • ~
~
~ C
MON
~j~, ~lk► ,ij
(1ao)soJ ~n~ 5) tinoy~ssJ' `2!5(3!0 ,sJ ts
~e9s)►odo-► ee~~e2o) (9~s)i ies--► 74o(9~s; ~o~o-► u6a
(i7a)ss1 r4o(4o) (2s):o~ r estso~ 301 r3s
at~' 'tr
~
o ^
~ N v
v
~
PHASE 1
(1997) TOTAL
PEAK HOUR TRAFFIC VOLUMES
ThiE HOME DEPOT FIGURE ~
SPOKANE, WASHINGTON = 8
JUNE 1995 I
1668t(?QH
1 •
LEG[ND °cc
s SICNAL 5 NOATH
~ Iu ~ I (NOT TO SCAIE)
-a- STOt' SIC~I z
~
~ eROADwaY nvE
"y tw
t~ ~t 1
ooo/
MaiN nvE ~
~~1t
S-TE
.
~ .
~
~ ~ ~1♦ti
~ h Q , SPRAGUE AVE
V ~
~ cr ~
~ ~ 0 3 g tt
Z ~o - x = C3
U
~
f
~ ~ 4 1,* ~
4N,
PHASE 1
LANE CONFIGURATION & CONTROL
THE HOME DEPOT FICURE ~
SPOKANE, WASHINGTON
JUNE 1995 ✓ ~
16689f0)
• June 1995
The Ncme Depot Sprague Avenue & Fancher Road-0RAFT Traffic Impact Analysrs
Teble a
1997 Levels ot Service • Phase 1
- Weekdey PM Saturday
Interseation '
Delsy Res Cap/ LOS Detay Res Cap/ LOS
VIC V/C ~
,
SpraguelFancher 175 0 73 C 14_8 0 61 8 ~
,
~ SpraguelCamehan E ~ E ,
Sprague/Havana 176 0 74 C p 136 0 55 8 i
SpraguelDoilar 60 0 71 B 68 0 54 B
Fancher/8roadway 203 0 79 C 140 0 38 B
,
Fancher/South Access 256 C 302 B
FanchedMid Access ` 191 0 ` 202 C
;
Fancher/North Access 266 C 395 B
Sprague/Access (Eagle V1) 12 E 4 E
As Table 4 shows, all intersecUOns will operate at acceptable levels of service uDder assumed
lane configuraUon and control during both weekday p.m and Saturday midday peak hour time
periods When the analysis results in Table 4 are compared with those in Table 2, it is evident
that the addiuon of new Home Depot generated tnps to the roadway network does not cause
any study intersection to expenence a drop in level of service This applies for both weekday
and Saturday peak hours
SiGNAL WARRANT E1/ALIjATION Phese 7
An investigation was conducted to evaluate the need for the installation of uaffic signals at the
primary (center) access dnve on Fancher Road and at the pnmary (western) access onto Sprague
Aver ue (tlus access could be opposite one of the Eagle Hardware access dnves, or could be on
the vacated segment of Carnahan Road A revlew of the geak hour traffic volumes indhcated
that the Eagle dnveway volumes were higher, resulting in the signal warrants bemb calculated
for the western driveway locauon The Minimum Velucular Volume, interrupaon of Gontinuous
Flow, and Pe,ak Hour Volume warrants (Warrants 1, 2, and 11 as descnbed in Reference 3) wece
evaluated The analysis was cazried out for both weekday and Saturday peak penods Results
of the analysis indicated that for Phase 1 development, none of the three warrants were met at
either locauon
No lane configuration or intersecUon control nutigauon was assumed under Phase 1
Phase 2- Retail 1&2 and Major A
The 1997 background uaffic volumes shown in Figure 5 were added to the site-generated traffic
for Phase i plus Phase 2 for the weekdav p m and Saturday peak hours shown in Figures 10
to arrive at the 1997 total traffic volumes shown in Figure 11 Leve] of service analyses for
Kdtelson & Assocraies !nc 23
.
^ l[CENO NORTN
//0000
%X - WFEKqAY PMI P[AK V01 UM[S (NOt TO SCA`E)
~
(XX) _ SAIURpAY AUODAY PF/rK 4QlUlAES
75(t10)
r
(~~s,~es-► .-,es~~~s, ..~o o r ~
v (is)~oJ ,
w (wo):eoft,%
q t
^ eaaowAr AvE
~ M
~ W
~ 39 50)
4-70 105)
r 80 I!0)
00* IAIN AVE
r
SITE Al~
~ I-A b
spucuE ,►vE
~n W~ w g '
~
e o
0 ~ .°^i o e °
1 ~ ~ ~ ~s)~oJ t. 1 ~i4s1 (so)tsJ
r ` ~,io, J ~~o~~ss) _1ao•~io.~. .-•so~~2o)
~~~o; iea~ ~60(b0) ~s),i~,-► ...(_~o) (sl-'s.-. ♦-l~s) ~BOa~~ .
-as)
(-so-~s-~
1t t ,
A ~
N
.
v
NaTE PJegolive volues cAUSed by reossiqnmenl oI possby Inps ~
PHASE 1 + 2
SJTE GENERATED
PEAK HOUR TRAFFIC VOLUMES ,
THE HOME DEPOT ~ FIGURE ~
SPOKANE, WASHINGTON (
~j,
,IUNE 1995 ~ 'Q 166Bf 009
~ •
~
i.[CENp n ^
xX - WLEKI;dY PIJ PEAK U(pl)IN[$ 'X NORiH
(llx) - SAtUttflAr utpDAY PFAK VOLU~IES ~ ~ t~► ~ I~ (NOT TO SCALE)
~ c 05 1tS•-10 ~ 16d105
f
(iGo 410-0. .-245 ieo 40
(30 125N~ ~.iuitn sti r30
0
r ( ~ ~
(129l~1~~-► t/py ~ ~,n~
~ Ir9(10) go °e
,
~
„
s)eoJ
ha-° vcv (10)~S~
eHWwAr AvE ' 'on t
w ON
-lb
(Sl~65J
`10099)
(930)910-► 603 E35
) w
(76~A5-N r 1o0_tg0y
00, WIN AVE ~
00,
C4 : n~ -
v~ SITE ~ i
N / c~s,~oJ
oll
~ ~ / F (seo):eo1
~ SPRAME AvE
~ In
~
A ^ ~
n$[ n h
bl~~ ~E ~ MWO
vcX
r~ ^ ~ ~ • //*,00,~
3a0 No..$ ~eo eo) ~o ~o•~ t ~o` s~ w1 1
( tyc~~ )
(eos;ees-. r-ee3(~ao) (97~~~1~e-► t-»5(9so) (iose)ii~s-► ♦-na~ioo9l f~ss)foas-► ...e~o~I o~e) 2o),sJ0
~~7oyss~ r4M4o) ~lo(io) r:o~~o~ ~~osl~ol r•e5(340) ti49c ilsy~o~ ~~s~°»o
~t ~ 1 ~
. . _ ~
~N o tl1 A~
M h p
v V v•~ ~j~ "N M.►
w
r~ v
v
PHASE 1 + 2
TOTAL PEAK HOUR TRAFFlC VOLUMES
THE HOME DEPOT FiGURE ~ ~ ~
SPOKANE, WASHINGTON 1 1 C
~JUNE 1995 1 1 ~
i
166Hf 011
~
I
y
/
MO OR S~ALE) ,
p~ (Np` t0
' ~ A
.
010
L[.GV.~ I r~ r gRQA~'~AY A
`r
y _ StOP 5IGN
~
T ~1a ~ y
~
AP&
. g W 1~
u~ AvE . o 0
a _ sp%- Z Z
~ o
~
p"ASIE
W PN~ ~ ~ r / , .
.10
~ ~ /
WoEp)
E'~RQL .
pMM
Z (REC & ~pN ~E
A oNFIG~~ 1 uRATI~pN ficu (
PM p
~ 12.
LAN ~P0
tHE M~ EE WASNiI~~,~ /
SpOKAN
~,v~~ ~gg5
.
' June1995
The Home Depot Sprague Avenue 8 Fancher Roard-0RAFT Traflgc Impaci Analysis
Phase 1+2 were condncted using these volumes for the study iatersections and dnveways Table
S lists the 1997 levels of service for tbe intersections within the study area Figure 12 shows
the lane coafigurauon and intersection convol measures assumed for ttus analysis As shown
in the figure:
• the west access onto Sprague Avenue (shown at Eagle Hardware's west access drive)
was assumed signalized
• two additional unsieaalized access dnves on Sprague Avenue were assumed For the
purposes of this analysis, these dnves were aligned opposite Howe Road aad McKinnon
~ Road
As Table 5 shows, all intersections will continue to operate at acceptable levels of service dunng
bath p.m peak hour and Saturday peak hour time penods assunung that a signal is installed to
aid acccess to the western driveway on Sprague Avenue
Tabte s
1997 Leveis of Service - Pheses 1 & 2
Weekday PM Saturdey
Intersectian
Oelay Res Cap/ LOS Oelay Res Cap/ LOS
V/C V/C
Sprague/Fancher 227 0 81 C 208 0 77 C
Sprague/Camahan 61 ~ E 40 E
Sprague/Havana 21 0 0 75 C 215 078 C
SpreguelDoUar 114 0 75 ~I B 144 0 62 ~ B
Fanched8roadway 326 0 86 D 240 0 42 ~ C
FanchedSouth Access - 199 fl 239 ~ C
FancherlMid Access - ~ 37 E 10 E
FancherlNorth Access - 227 C ~ 164 D
, Sprague/Access (Eagle W) 15 0 62 B 190 0 81 C
SpraguefEagle E 33 E 65 E
i
SpraguelHowe 125 D 125 D
,
Sprague/Kinnaman 59 E 57 E j
SIGNAL WARRANT EVALUATION Phase 1+2
The Ivbnimum Vehicular Volume, Interruption of Continuous Flow, and Peak Hour Volume
warrants (Warrants 1. 2, and 11 as described in Reference 3) were evaluated for Phasz 1 T?
development for 1997 traffic condiuons
The results of this analysis indi:.ated that all three warrants were met for the western Spraeue
Avenue access (opposite Eagle Hardware access, or for Carnahan Road Thls finding suFportr
the aperational analysis which assumed the installataon of a sianal at this location
Kfttelson & Associates, !nc 27
.
June Isss
The Home Depoi Sprague Avenue 8 Farrcher Road-0RAFT Traff,c Impact Anafysis
For the mid access drive on Fancher Road, none of the three warrants evaluated was met, agaln
supporting the assumpuon of an unsignalized intersection ia the operational analysis
QUEUINC/STACKING DISTANCE REOUIREMENTS - Phase 1+2
An analvsis was conducted at the western access anto Sprague Avenue and the mid access dnve
on Fancher Road In the analysis, a Poissoa distnbution was applied at a 95% confidence level
to detennine queue length probabilities The assumed length-of-red interval vwas obtained from
the signal ttrruag parameters used in the level-of-service analysis, and one vehicle was assumed
to occup}? 25 feet Table 6 sunlmanzes the results of the storage analysis for the time penod
wtuch caused the greatest storage distance requirement
Teble 6
Stacking Dtstence Anelysis vinth Full Buildout (95°Ya Confidence Level)
Analysia Requlrod Available
Locsdon AAovement Period' Storage Storage OK?
Sprauge/ Eastbound left tum Weekday 325 feet ? ~
West Access '
Southbound left tum Weekday 150 teet ~ 150 teet ✓
Fancher/ Northbound left tum Saturday 250 feet 275 teet ✓
Mtd Access '
Eastbound left tum Saturday 125 feet 175 feet ✓
* Time penod refleces greacesc storage discance requiremenL
The analysts results indicated that storage requued for the eastbound left-turn from Spracrue
Aveaue into the site would be apgroxunately 325 feet under weekday p m peak hour conditions
The proposed ]ocaUan of this access dnve opposite the western dnve to EagIe Hardware may
not provide sufficient storage distance for left-turaing velucles, particularly when ttus require-
ment is combined with the left-turn storage requuement for westbound traffic on Sprague
Avenue turnina onto Carnahan Road This drtve should therefore be located further to the east,
or preferably onto Carnahan Road The intersecuon of Carnahan and Sprague would then be
sigaalized
INTERNAL CIRCULATlON
Internal site circulauon charactensUcs of the proposed site pian were analyzed ta ensure that
the site provides suff'iesent on-site cuculation to allow for truck dehveries and internal site
traffic The proposed access dnveways provide easy access to all of the tenant locations, while
the internal roadways provide adequate truck turning radii The nght-in, left-out, nght-out
aecess proposed for tbe souchern Fancher Road access is necessYtated by the lack of adequate
]eft-turn storage for vehicles entenng from Fancher Road due to the 4-lane section at the
intersection with Spraaue Avenue
Krttelson & Associates 1nc 28
secti,on
,
Tra.nSp « rtatQC1
Long"Te AnalYsis
~ Junef995
The Home Depoi Sprague Avenue & Fancher Road-ORAFT Long-Term Transportatron Anatysis
Long-Term Transportation Analysis
Tbe anticipated impacts of the proposed site development on the surrounding roadway system
in the long-term was analvzed with the assistance of the T Model transportauon demand
management model obtained from Spokane Regional Transporcatson Council (SRTC)
The Washington State Departmecu of Transportatian plans to reconsuuct the existin€ Sprague
Avenue Interchange by the year 2010 The interchange reconstruction would re-align the
freeway ramps such that they would give access directly to Fancher Road rather than Sprague
Avenue. Although conceptual plans have been ia existence for some time for tbis project, no
funding has been secured, and there is no defined project time-line. The model volumes used
in thzs analysis did assume the new onentation of traff'ic resulung from the interchange
reconstrucuoa
The long-term analysis was limited to Sprague Avenue and Fancher Road near the intersection
of the two streets Table 7 shows the two-way volumes on Sprabue Avenue imrnediately west
of Fancher Road, aod on Fancher Road immediately nortb of Sprague Avenue under four
scenarios The volumes shown are for a typical weekday p.m peak hour As indicated in Table
7, there is a significant discrepancy between the calibrated model's 1993 figures and the 1995
actual count volumes This dhscrepancy may indhcate a lack of accuracy in tbe model calibraeon
on the streets in question in the study area. If the model is unable to accurately replicace ex2.sting
conditions, it is lilcely to be unreliable for use in forecasting future condiuons
Tebte 7
2010 Traffic Volumes
1994 1993 2010 Model Volume
Count Modef
Roadway Volume Volume Baae Model 9'o increase Base plus ~ % increase
over 1993 Phese 1+2 ~ over 2010 8ese ,
a
Sprauge 1,875 1,190 2,550 114°k 2.780 9°/0
Fancher 980 1,150 1.800 57% 2.015 12°r'a
Also shown in the Table are 2010 base model volumes (i.e with no development assumed) and
2010 model volumes assumuig Phase 1+2 - site buildout The volumes for the 2010 base
indicate a 114 percent mcrease in volumes on Sprague Avenue by 2010 and a 56 percent increase
in Fancher Road volumes Ttus is likely as result of assumed growth in Spokane as well as tae
new I90/Sprague i.nterchange Such growth reinforces the possible need for a signauzed access
on Sprague Avenue and possiblv on Fancher Road in the loAg-term
Whea the 20 10 rriodel was used to compare the base scenario with full buildout of the site under
the proposed land-use, the model predtcted a nine percent increase on Sprague Avenue due to
the development, and a 12 percent increase on Fancher Road
Signal Warrant
A signal warrant analysis pecformed for the long-term future mdhcated that by 2010 the middle access
dnve on Fancher Road would warrant a signal, with all three signal warrants (Wairants 1.21 and 11)
met This is in addiUon to the signal warranted at the western access on Sprague Avenue in 1997
Klttetson & Assocraies, !nc 30
s
I
$eCt1cit'1 6
Conclusions an,d
Recommendations
~
• June 1995
The Home Denot Sprague Avenue 8 Fancher Road-0RAFT Conctusrons and Aecommendadons
Conclusions and Recommendations
Based on the results of the traffic impact analysis descnbed in this report, the proposed Home
Depot Site can be developed while maintauung acceptable levels of service and safety at the
site driveways and on the surrounding; transportataon system The analysis resulted in the
following findings and recommendations
- L?nder vvorst-case conditionst Phase 1 of the proposed development is expected to
generate a total of approximately 542 trips dunng the t}opical weekdal, p m peak hour
Of these trips, approximately 434 trips during the weekday p m peak hour represent
net new trips For a Saturday nudday peak hour, the proposed development is expected
to generate a total of approxunately 905 tnps of which approximatelv 724 represent net
new utips
• Under Phase 1+2 (full build-out), the proposed development is expected to generate a
total of approximately 1,568 tnps dunncr tbe typical weekday p m peak hour Of these
tnps, approxsmately 1,100 tnps dunng the weekday p.m. peak hour represent aet neur
trips For a Saturday inidday peak hour, the proposed development could generate a total
of approximately 2,2$5 tnps Of these tnps, approximately 1,623 represent net new
tnps
• Phase 1 access is proposed via two auto accesses and a truck acces on Fancher Road
with an additional access onto Sprague Avenue or Carnahan Road from the west part of
the site
• For Phase 2* in addiuon to the Phase 1 access drives, two further accesses are proposed
for Sprague Avenue The location of these accesses will depend on property acquision
along the nortb side of Sprague Avenue In this analysis they have been assumed to be
located opposite Howe and McKinnon Roads
• An evaluauon of staclung d.istance requirements revealed that the storage lengths
provided by the proposed site plan are satisfactory provided the west acccess on Spraaue
Avenue is located on Carnahan Road, or more than 500 feet east of Carnahau Road on
Sprague Avenue
• The soutb access on Fancher Road is constramed by the lack of sufficient storage
chstance for left-turn entering vehicles It is proposed that this access be construcced as
a nght-in, left-out, nght-out access, and that all left-turning entermg traffic from
Fancher Road use the ceater and north access drives
• The site plan provides sufficient on-site ctrculation to accommodate truck deliveries
and internal site traffic.
Kfttelson & Associates. !nc 32
49
J
Section 6
References
~
~ .lune 1995
The Horrie Depot Spregue Avenue 8 Fancher Road,,-0RAFT 'Reterences
References
1 T-ransportauon Research Board Highway Capacity JLlanual Special Report{ No 209
1'985
2 Institute of Transportation,Eagsneers Trip Generatcon 11%lanual - Fifth'Edctcon f99,0
3 U S Deparcment of Tran`sportation Manual on Uncform Traffic Contr,o'l Devices
(MUTCD) 1'988
Kitietson 8 Assocjates. lnc 34
>
i
1
a,ppendtlx Jk
. • el-of-Se~lc'~
D+~scrrti pon Qf Lev~nd Cr, ~ter.
~a
Methods
~ Junet995
The Home Depot Sprauge Avenue 8 Fancher Road
Appendix A
Appendix A
Levei of Service Concept '
Level of service (LQS) is a concept developed to quanttfy the degree of comfort (inrluding
such elemeats as travel time, number of stops, total amount of stopped delay, and impedirrients
caused by other vehicles) afforded to dnvers as they travel througb an intersection or roadwav
segment Six grades are used to denote the vanous LOS from A to F~
Teble A1
Level of Service Defhnltions (Sdgnetlzed Intersee!lons)
~
Level af
Servlce Average aelay per Vehiate to Minor Street
A Very low average stopped delay, less than frve seconds per vehicle This occurs when progression
is extremely tavorable, and most vehicles arrive dunng the green phase Most vehicies do not stop
at all Short cycfe lengths may aiso contribute to low detey
8 Average stop delay is in the range of 5.1 to 15 0 seconds per vehccle This generally occurs with
good progression and/or short cycle lengths More vehlcfes stop than for a L4S A, causmg higher
levets of average delay
C Average stopped delay is in the range of 15 1 to 25 0 seconds per vehicle These higher delays
may resutt from iair progressicn andlor longer cycle lengths Individual cycle faiiures may begm to
appear ai this level The number of vehicles stopping is signrticant at this levei, although many still
~ pass through the jntersection without stoppmg '
D Average stQpped delays are m the range ot 251 to 40 0 seconds per vehicle The mfluence of
congestion becomes more noticeable Longer delays may result from some combmation of
uniavorable progression, long cycle length, or high volume/capacity ratios AAany vehictes stop,
and Ihe proportion of vehicles not stopping declines Indiv,dual cycle failures are noticeable
,
E Average stopped delays are in the range ot 401 to 60 0 seconds per vehicle This ts considered to '
be the (imit of acceptabte delay These high delay values generally indicate poor progressron, long
cycle lengths. and high volumelcapaciry retios Indiwdual cycte failures are trequent occurrences
F Average stop delay rs m excess of 60 seconds per vehicle This is considered to be unacceptable
to most drivers This condition otten occurs wtth oversaturat,on !t mey also occur at high
volume%apacity ratios below 1 00 with many mdivldual cycle fallures Poor progression and long
cycle lengths may also contnbute to such high delay leveis
1 Most of the matenal in this apptndix is adapted from the Transpoctauon Research Board. Nrghwai- Ceprrrrn Manua!
Special Rcpon 209 (1985)
Klttelson 8 Assoclates, !nc A_1
° JUAeY995
The ,Home Depot Sprauge Avenue & Fancher Road Appendinc A
Signalized Intersectfons
The six LOS grades are d'escnbed qualitauvely for signalized intersections in Table A 1
Addiuonally, Table A2 idenufies the relauonship between level ofsecv,lce and avefage stopped
delay per vehicle Using this defirution, a"D" L4S is generaliy considered to represent the
minurium acceptable designl standard
t.
,Teble A2,
Level-of-Service CriteNetlor SignaJfzed Intersections
Level ot Sen►ice Stopped Delay per Vehicle (Seconds)
~i - - .
, -
q
I4 - -
g ' 51 to 15 0
-
, c 151 to 25 0
~I p 2511o400
,
~ - - E 4011o600
i
F > 60,0
Klttelson ~ AssocTates. 1nc A-2
•
~ June 1995
The Home Depoi Sprauge Avenue B Fancher Road Appendrx A
Unsignalized Intersections
The calculauon of LOS at an unsignalized intersection requires a different approach The 1985
Hrghwav Capaciry Manual inGludes a methodology for calculaung the LOS at rwo-way,
stop-controlled intersecuons For these unsipalized intersectionsA LOS is defined using the
concept of "reserve capacity" (i e, that portion of avaalable hourly capacity that is not used)
A qualitative descnpdon of the various service levels associated wlth an unsignalized tntersec-
tion is presented in Table A3 A qnantitative definition of LOS for an unsignalized intersection
is presented in Table A4
Tebie A3
General Level-of-Servtce Oescriptions for Unslgnalized Intersections
Level 01
Service Averege Oelay per Yehicle to Mlnar SVeet
A • Nearly all drivers flnd freedom of operaUon
• Very setdom is there more than one vehicle m the queue
~
8 0 Some drrvers begin to consider the deiay an irtconveruence
• Occasronally there is more than one vehicle in the queue
C • Many times there is more than one vehicle in the queue
• Most dnvers feel r+estncted, but not objectionably so
D • Otten there is more than one vehicle in the queue
• Dnvers feei quite restncted
E • Represents a condition m which the demand is near or equal to the probable maiamum
number of vehicles tttat Ean be accomodated by the movement
0 There is almost always more than one vehicle in the queue
0 Drivers tind the delays approachmg intolerable leveis _
~
F 0 Forced flow - Represents an intersection lailure cond,bon that is caused by
, geometnc and/or operational constraints extemal to ihe mtersection
~
Kittelson & Assoctates, inc a-3
~
' June1995
The Home Depof Spreuge Avenue & Fancher 4oad Append'ix A
Teble Aa
Lefvel-of-Service Criterie for Unsignalized Intersections
Reserve Capealty Expected Oelay to Mlnor Street TraNic
(pcph) l,evet ot Sen+lae
5 400 ' A Ljttle or no delay
:
300-399 ~ B ShoR traffic celays
200.299 C Average traffic delays
100-199 D Long traffic delays
0-99 E Very long traffic delays
, F #
,
'When demand volume excteds the capacity of the tane, extreme delays will be encouncered. wich queueing chat
rnay cause sever+e congesnon and affecc ather traffic raovertEents m the intersecnon This candiUOn
usually warrants incersecuon improvement
The reserve capaciry concept applies only to an individual traffic movement or to shared lane
mavements Oace the LOS, capacity, and expected delay of ail the individual movements have
beea calculated, an overall evaluation of tbe intersecuon can be made. Normally, the movement
having the worst LOS defines tbe overall evaluauon, but this may be tempered by engineeriag
judgmenL An "E" LOS is generally considered to represent the rninuaum acceptable desion
standard
Experience with the unsignalized analysis procedure indicates this methodology is coaservative
in that it tends to overesumate the magnitude of any potenrial problems This is especially true
for minor-street, left-turn movements For example, the Htghway Capacity Manuul inethodol-
ogy does not take urto account the effects of vehicle flow platoons that result from upstream
signaliz.auon. Vehicles traveling in platoons tend to create greater gaps in the traffic flow, which
sometirrles provide additional capacity for the side closest to the signal Therefore, tbe results
of any unsignalized intersection analysis should be reviewed with this thought in nund
Generally, LOS E far the minor-street, left-tum movement is considered to be acceptable for
an uasignahzed intersection, although it also ind.icates that the need for signalizaUon should
be invesugated
Krttelson & Assoc►ates. !nc A'4
r
• June1995
Tne Nome Depot Sprauge Avenue & Fancher Road Appendur A
Aii-Way Stop Controlied Inter-sections2
There is no accepted procedure for a level-of-service analvsis of an all•way, stop-controlled
intersection The procedure used for determining LOS for a four-way or three-way stop-con-
trolled intersection differs from that descnbed for unsienaLied intersecuons This methodol-
ogy, which is being reviewed by the Unsignalized Intersection Committee of the Transportauon
Research Board, uses a capacitv estimation method based on headways observed at al]-wa%
stop-controlled intersecuons in tbe western Uruted States The pracedure incorporates several
important vanables, including volume distnbution, number of lanes on each approach, and tbe
percentage of rigbt and left tums at the intersection Intersecuon performance is measured in
parameters similar to signalized intersections• delay, volume-to-capacity rauo, and Level of
Service using a scale of "A" through "F" Approach delay on any given leg of the intersection
is calculated using the following equation
D= exp (3.8 x SV
C
whereD=vetucle delay oa a given approacb (sec/veh)
SV=subject approach volume (vehicles per hour [vph])
C=calculated approach capacity (vph)
exp=base of natural logarithms
In this equation, the quanuty SV/C is simply the volume-to-capacity raUo on the approach under
considerauoa. Table AS presents the LOS cnteria for a11-way, stop-coAuolled intersecuons
Teble A6
Level-of-Servfee Definitions (All-way, Stop-Corttrolled Intersections)
Level of Service Average Delay per Vehicle to Mmor Street
q < 5 Seconds
g 5 to 10 Seconds
C 10 to 20 Seconds
p 20 to 30 Seconds
E 30 to 45 Seconds '
F > 45 Seconds ,
2 Kvte Michael. Esrcmateng Capaan and Dela,% a1 a►i AU•WQ-t Srop-Controlled lntersectwn University of Idaho Depatz
menc of Civii Engmeenng Rescarch Report September 1989
Krttelson 8 Assocrates, !nc A-5
~ r ~cf--
K'Mc5cAl
ov.
ew
~ vi~
Vj f !
~
-t ~ 5 C
~ • ~
~ ~ r ~ •
4L ~
~
~
.
6-4
~
r
r44(A2.S r.1(O
~
-z
~
~ _
B 0W0 REC~'IVEp
Bernardo • Wd ls JUL 1 81997
A cc h t t c: ct ti, rt: 8pQKANe CpU'17'YEIVGI
I' 1 11 11, 11 -1 17 NEER
A r, 11 V tL i[tir.,•
I nte r i o r•
LET - OF TRAN " AI.
To: 'SA 3 v- AA.-E _tauArF! Date 7-/_7- q 7
QtV C*r 00Er._ 10 IeQ*OS Project No
~ ~C) (o e ~v e- Pi+OjeCtNaWV HO" F AOtrr _ _
Aun 5'?eioe 5`ro4AS Cq?100 - d5~ 6uE A rpvewep- ,
We Are EnclosiQg.
Canspondme Chmqge prder Submittels
pngmals Computes Medie Pnnts
-s~aq yy} ti~ • 't x4 Aa66' ny` vZ~tir *01, r 4'7041iAt"
Ry` vi~ ~ Q~ ~ ~w`•"~~
...~a"~'~'r-'="vi° ~ -=`-'~`~'l- ~'te. ~ a tr - • 'a~ '~3J~k,.. ~ a w. Sx.t.
2 &24• a7 , pKtVih . R-otN ~3
_ ,
~ .
These Are,T ' .
ps RequesWd ~ For Your Use
For Yoiir IG! mation/Files For Review and Comment -
R~narks
Copy To• _
Signed. GARY f•AVeArAoE,'Ao
107'South Howard Suite 420 ~ Spokane, WA 99204 o (509) 838-4511 9 Fax (509) 838-4605
RECEIVED
AUG 0 I998
~
C
, MKWcaUnrNENGn,Ea
S~C) I< A N E ~ o U rz rr -ic
- ~
Bun.auac aNa PLnr~*~G • A Dtmo+t ai: Tm PusuC WQRxs DEPAxrmmn'
jAMm L. N1ANsOAt, C.B 0 DowTOR DEtvNrs M ScaaT.P.E, DtUcrax
D.A'TE: Augus# 5, 199$
T4: Division of Engineenng and Roads -'Txansportation Engineexang, Pat HArper,
clo Sandy Kimball
FRONi: Stacy Bjordahl, Semar Flana
RE: ZF,-3 I A-95 Tiansportatioa Timpact Analysis
Enclosed is the TranspvrtatioII Impact Aiaalysis €or the ahaMVe refereac-ed proposai. P1ease
review the Transportativn Impact Analysis and farward yvw comments to me by August
19, 1998. If you ha.ve any questivns, please contact me at ext. 201.
wc '
~
~
Enclasure(s)
c: Hvme Depot, USA, 601S. Phcentia Ave.a FuUexton, CA 92631
Staun Schultz., 1100 US Bank Bldg, Spokane, WA 99201
Bernarda Wdls Arch4tects, 107 S. Hvward, Ste 424, Spokage, WA 99244
1026 wmr BRaaraw,ay Avwm • SPOKANE, T,+VnsHtt+EMrv 99260
PHONE (509) 456 3675 • Pnx. (5{}9) 456-4703
TDD (509) 324-3166
'
' Transportation Impact Analysis
'
1 Home De
p tReta~l
1 Center Phase 2
Sprague Avenue/
Fancher Road -
~
.
Spokane County, Washington
~ •
~
,
~
~ ►
~ July 1998
KITTELSON & ASSOCIATES, INC.
Transportation Planning/Traffic Engineering
\Iq 4
,
i
July' 1998
Home Depot Refad Center - Phase 2
Transportation Impact Analysis RECE VED
AUG 0 5 1998
SPOKANE COUMY ENGINEER
Home Depot Retail Center-
Phase 2
Sprague Avenue/
Fancher 'Road
Spokane County, Washington
, PrepAred tbr.
The Nome oepot
The Honte Depot Offlc:e. 9uite 325
9450 SW Comrnerce Circte
Wiisonv[qe, OR 97070
(503)882-7592
~~~VED _ PrePared by.
~~0~~~ ~~'V`R~ lOt~elson & Assvoietes, Ur~a.
!V ~ T 610 S W Aider, Sulte 700
JUl 2 8 i~~ Portland, ~n ~zoS
~
, (503) 228-5230
W=N OF 8U11NGAWPIWtNG P►ojecc No.,68e.2
Juh/ 199A
Project Principal Bruce Robinson
Project Menager Jaffies Colyar~
Kittalson &Asaoclates. Inc Pago !J
' Jt~ly ~998
,'Home Depot Retaft Center - Phase 2 Tab/e of Contents
' T'able of Contents
Section 1
Executive Summary , 1,
Sectlon 2
Introductcon . . . . . 4
' Section 3
Extsting Condfion§ . . . . . 8
Sectlon 4
Transportation impact Analysis . . . . . . 14
Section s
F'indings and Recommendations . . . , . . 31
~
88CtOOf1 6
References . . , . . . . . . . . . . . . 34
Appendtx A
Trafhc Count Data
alppendlx 8
Oescription of L-evel of Service Methods and Crrteria
Appertdix C
1,998 Existing Levet vf Servlce Worksheets
AppePldlx D
1999 9ackground Level' of Sennce Workeheets
Appendix E
1999 Total Level of Service Worksheete
Appendix P
Vehicle Queue Worksheets
L.is# of Figures
Figure 1
Site Vtcinity= flllap . . . . . . . . . . . . . . . . . . . 6
~
FlguPe 2
Existing Lane Conflgurations and Trafflc Control Devices 10
Figure 3
1998 Existing Peak Hour Traffic Volumes . . . . . . . . . . 12 ~
Ktlte/son 8 Assodeies, Irrc Page !ll
Ju/y rt 99B
,Home Depo! ReW Center • Phase 2 Li.st of F_igures,(cont
List of Figure s (conte)
Figure 4
1999 Background Peak Hour Traffic Volumes . 17
Figure 6
Proposed Site Plan . . 20
Figure 6
Estimated TNp Oistributton Pattem . ~ . . , . , , Zg
Figure 7
New Sde-Generated Peak Hour Traffic Volumes . . . 24
Figure 8
Pass=6y Site-Oenerated P-eak Hour TrafRc Votumes . 25
Flgure 9
Total ~Site-C3enerated Peak ;Hour Trafflc Volumes . . . . . . . 26
Flg'ure 10
1999 Total Peak Hour Traffic Volumee . . . . . . . . . 27
Ftgure 11
Effect of Removing Fancher Road Median island on Vehicle Queues 30
~ List, of Table-S
Tabre I
Extetlng Transportation FaciNties . . . . . . . . . 9
Tebie 2
1998 Exisdng Lsvete of Service . . . . . . . . . . . . . . . . 13
Table 3
1999 Background Levels of, Service . . . . . . . . . . . 16
Table 4
Trip GeneraUon . . . . : . . . . . . . . . . . . 19
Teble s
1999 Tota! Trafflc Leveis of Service . . . . . . . . . . . 22
Table 6
1999 Totel Canditlons Queuing Analysis . . . . . . . . . . 28
.
Kltte/son $ Assoclates. Inc Pege !v
I
sect7lon 1
.0.r---lllllllillillillillilllllllllllllllllllllillillilillllllllll"" ma~l
Sum
EXecu
►
July 1998
Horrte Depot RetarJ Cenier - Phase 2 Executive Summary
Executive Summary
The Home Depot is proposing to develop Phase 2 of the Home Depot Retail Center located
near the nortbwest comer of the Sprague Avenue/Fancher Road intersection in Spokane County,
Washington The entire property will be developed in three phases, witb Pbase 1 con$istiag of
tbe Home Depot store, Phase 2 consistiag of 48,000 square feet of retail space, and Phase 3
consisting of approximately 200,000 square feet of retail space. Phase 1 has been completed;
the Home Depot store has been operational siace October 1997. Phase 2 is proposed to be
consuucted and open for business in the summer of 1999. Phase 3 will be completed at a future
date, yet to be deteanined. This traffic impact analysis detads the Eraffic-related impacts of
Phase 2 development on the surrounding transportation system.
Phase 2 wlll comprise a 45,000-square-foot fumiture store and an approximately 3,000-square-
foot retul pad fronting on Sprague Avenue. Access to the site wdl be available through a full
access driveway on Sprague Avenue aligned opposite Howe Street and the existing Home Depot
driveways on Faacher Road.
Based on the results of the uaffic impact analysis descnbed in tius report, it is concluded that
the proposed Phase 2 Home Depot Retail Center can be developed while mai.ataining acceptable
operations and safety at the site dnveways and oa the surrounding transportation system, upon
implementation of the recommendations of this repart. The analysls resulted in the findings
and reconunendauons summanzed below.
FiNDINGS •
• All study intersectioas currently ogerate at acceptable levels of service dunng the
weekday p.m. and Saturday nud-day peak hours
• Under the 1999 background traffic coaditions, all study intersections are expected to
contsnue operatmg at acceptable levels of service dunng both study penods.
• Phase 2 of the Home Depot Retail Center will generate approximately 75 new weekday
p.m. peak hoeu and 120 new Saturday nud-day peak hour trip ends.
• Under 1999 total traffic (with site) conditioas, all intersecuons and srte access driveways
are forecast to continue operating at acceptable tevels of service. Further, a traffic sipal
will not be needed at any of the site dnveways, as they will operate at acceptable levels
of service.
• A qaening analysis of the 1999 total coadiuons revealed that the existiag storage
distance is adequate for all movements at the Sprague Avenue/Fancher Road intersec-
tion, with the exception of possibly the southbound left-turn movement dunng the
weekday p.m. peak hour. Vehicle queues will be adequate for tbis movement during all
other tune periods.
• A review of the proposed site plan revealed that adequate queue storage will be available
for vehicles at the site driveways. Also, the parking lot layout allows efficient and safe
movement between the access driveways and parking stalls.
Kltt+elson 8 Assoclaies, Inc Page 2
July 1998
Nome Depot Retafl Center - P,hase 2 Execuhve Summary
RECOMMENDATIONS 0 Aa addiuonal traffic signal on Sprague r Avenue should not be installed as a result of
Phase 2 development. As future' developinent occurs at the Home Depot Retail Ceater
(Phase 3), a traffic signal should be considered along Sprague Avenue to serve the
businesses on both sides of Sprague Avenue without, adversely affecting progression
,
and vehicles queues along Sprague Avenue.
0 The ogerations of t6e southbound left-turn queue at the Sprague Avenue/Fancher Road
intersection should be monitored upon completion of Phase 2. If queue spdlback
becomes a safety and/or operational problem, then the elimination of the concrete island
at the end of the storage lane should be considered The concrete median could be
replaced by a painted median, wbich would allow southbound left-turnYng vehucles to
queue wl'thin the median area and aot block through vetucles Figure 11 shows a
conceptual drawing of this possible improvement.
• Landscaping along the site frontage should ,be limited to low-growing ground cover or
trees that do not obstruct sight lines, to ensure adequate sight distance in both directions.
• Separate left-tum and right-turn lanes should be provided for vehicles exiting the site
dnveway oa Sprague Avenue across from Howe Streei to minimize delays and vehicle
queues for exiting vetucles. The dnveway throat should be at least 50 feet to accom-
modate the 95th percentile queue length:
~
,
fUttefson & Assocaates, lnc Psge 3
,
~
i- - - . ~
~ - , , - - -
~
~ i
i ,
- l
~ -
,
,
I
1
~
Section 2 ~
Introduction
~ July 1998
Home Depoi Retail Cenfer - Phase 2 Introduction
Introduction
PROJECT DESCRIPTION
The Home Depot Retail Center Phase 2 project site is approximately 13 acres in area and is
located immediately west of the existing Home Depot store near the Sprague Avenue/Fancher
Road intersection in Spokane County, Washington. Development and opening of the Phase 2
buildings is scheduled to be complete in 1999. Phase 2 development will consist of a
45,000-square-foot furniture building and an approximately 3,000-square-foot retail pad.
Currently, there is a furniture store located adjacent to Sprague Avenue where the retail pad is
planned to be built. This furniture store will be demolished and relocated as the 45,000-square-
foot Phase 2 furniture building.
Access to the site is proposed via a full-access driveway onto Sprague Avenue aligned opposite
Howe Street. The Phase 2 site parking lot will be contiguous with the Home Depot parking
lot, allowing access for Phase 2 motorists through the existing site driveways on Fancher Road.
Figure 1 shows a map of the site vicinity for the proposed development.
SCOPE OF THE REPORT
The purpose of this study is to determine the traffic-related impacts of the proposed Phase 2
development of the Home Depot Retail Center on the surrounding transportation system. The
scope of the study was developed based on discussions and information provided by Spokane
County, the City of Spokane, and the Washington Department of Transportation (WSDOT).
Also, the scope of this study is consistent with the previous traffic analysis completed for the
re-zone of this property (Reference 1). The study evaluates traffic operations at the following
intersections:
• Sprague Avenue/Dollar Street,
• Sprague Avenue/Fancher Road,
• Sprague Avenue/Howe Street-East Site Access,
• Sprague Avenue/McKinnon Street-West Site Access,
• Sprague AvenuelMain Eagle Hardware Access,
• Sprague Avenue/Havana Street,
~ • Fancher Road/South Home Depot Access,
0 Fancher Road/North Home Depot Access, and • Fancher RoadlBroadway Avenue.
Specific issues discussed in this report include:
0 year 1998 existing traffic conditions in the site vicinity during the weekday p.m. and
Saturday mid-day peak hours, .
0 trip generation and distribution estimates for Phase 2 site build-out,
Kittelson & Assoclates, Inc. Page 5
~r r r~r r~r r rr r w r r r r ~r ~ r wi
NORTH
(NOT TO SCALE)
0
~
cr
w 90
I
U
~
BROADWAY AVE
rl ,
SPO-~1tANE
N INrEFtSTATE
~ FAlRGROUNQS ,
> HOME DEPOT
AETAIL CENTER
H++1+H-HI+H+H~
UNION PACIFIC RR MAIN
TTTTT,
, FUrtFtE % ~
_ oevaorMerrr /~uBE /
SPRAGUE AVE oEPoT
p ~ ~ r
~ Z w
3 ~ 1A
WRDNARE ? ce
1ND AVE
SPOKANE VAU.EY FREEWAY
. , •
J
S1TE VICINITY MAP
~
HOME DEPOT RETAIL CENTER-PHASE 2 FIGURE p
SPOKANE COUNTY, WASHINGTON
JULY 1998 ~ 1
PHASE2\DWCS\1668f001
I
Juy 1998
Home Depot Retai! Center - Phase 2 Introduction
• year 1999 traffic conditions both without build-out of the site (referred to as "back-
ground" conditions) and with build-out of the site (referred to as "total" conditions),
' • vehicle queues at the Sprague Avenue/Fancher Road intersection and site driveways
under the 1999 total conditions, and
• internal circulation and site driveway operations.
Kittelson & Associates, lnc. Page 7
MM
m
x
.
~
5 ~
ca
n y ,
0 ~
:3 ~
Q ~
0 3
N W
~
. ' ~
~p p I
`e
'
iJtl ~ I I
~P.
• , ~~iVnH l _ _ _ _ _ L / ~ ~
July 1998
Home Depof Retai! Center - Phase 2 ExisUng Condrtions
Existing Conditions
SITE CONDITIONS AND ADJACENT LAND USES
The Phase 2 site is currently vacant, with the exception of an existing furniture store abutting
Sprague Avenue. This furniture store will be demolished and relocated adjacent to the existing
Home Depot store as part of Phase 2 development. The proposed retail buildings are allowed
uses under the property's zoning.
The site is bordered by a Home Depot store immediately to the east, Sprague Avenue and
miscellaneous retail uses to the south, vacant land to the immediate west, and the Union Pacific
Railroad to the north. The sunounding area is primarily retail, as Sprague Avenue is bordered
on both sides by various retail uses.
TRANSPORTATION FACILITIES
The roadways providing immediate access to the site are Sprague Avenue and Fancher Road.
Sprague Avenue is a five-lane Principal Arterial and is a main east-west connection between
downtown Spokane and the Spokane Valley. Fancher Road is also a five-lane Principal Arterial
in the site vicinity. The majority of the roadways in the vicinity have sidewalks on both sides
of the street.
Table 1 provides a summary of the transportation facilities within the site vicinity. Figure 2
illustrates the existing transportation system, traffic control, and lane configurations. Teble 1
Existing Transportetion Facilities
Name Classification Cross• Speed Side- Bicycle On-Street
Section (mph) walks Lanes Parking i
Sprague Avenue Principal Arterial 5 lanes 35 Yes No No ~
~ Dollar Street Local Street 2 lanes 25 Yes No Yes ,
Fancher Road Principal Arterial 5 lanes 35 Yes No No
' I
How• Street Local Street 2 lanes 25 N• N• Yes
McKinnon Road Local Street 2 lanes 25 No No Yes j
~ i
Carnahan Road Minor Arterial 2 lanes 25 Yes1 No No '
I Havana Street Minor Arterial 4 lanes 35 Yes No No
Broadway Avenue Principal Arterial 4 lanes 35 Yes No No
Notes: 1. Sidewalk on east side of Carnahan Road.
Kitte/son & Associaies, Inc. Page 9
NI Nky NORTH
(NOT T (NOT TO SCALE)
~ ~ ~ '~I
~ ~ 0
~ 90
~ w 2
Uz , Q
~
Y AV FANCHER RO 2 NORTH HOME DEPOT ACCESS/ BROADWAY AVE 1 BROAOWA E/ 1 / /
FANCHER RD - 00000
' SPOKANE ~ ~ TAj ~
~ lAIRGROUNDS -
v~ • HOME DEPOT
~Z a RETAIL CENTER >
~
iFl RR MAIN A UNION PAC C ,
% ~ ~ ExisTwo
FUTURE ~ Z H~H-H- ~ ~ ~ DEVELOPMENT ~PHASE 2/ HOME ~ / DEPOT 3
~ ~ . ~
5PRAGUE AvE ~ 10 ~ C4 5 8 7 8J ~9 ~ ~ ~
o p 3~ N ~ ~►c~ z _ ~ ~
wut~ z ~ g ' Y ~J
U O ~ ~ O
3 SOUTH HOME DEPOT ACCESS/ 4 SPRAGUE AYE/HAVANA ST 2ND avE FANCHER RD
. SPOKANE VAILEY FREEWAY ~ ~ ~
90
~ ~ T ~ ~ ' ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ 1 ~
~ ~ ~ ~ ~ ~ i ~ ~ i ~ I~ 1 ~
~
)EVICES _ ~ .
2 FIGURE ~
9 SPRAGUE AVE FANCHcR RD 10 SPRAGUE AVE/DOLLAR ST 8 PRAGUE AVE HOWE ST I MAIN EAGLE ACCESS 7 SPRAGUE AVE MCKINNON RD S / NAHAN RD 8 SPRAGUE AVE I 5 SPRAGUE AVE CAR I ~ ~ ~ 2 ~
PHASE2\OWG5~1668F002
' ~
,
LEGEND c
1- - STOP SIGN •
- AL HOM EPOT RETAIL CENTER-PHASE 2 FIG~ TRAFFIC SIGN E 0
SPOKANE COUNTY, WASHINGTON ~ ' L
- JULY 1998 _ - PHASE~
Ju/y 1998
Home Depot Retarl Center - Phase 2 Existrng Conditions
PEDESTRIAN AND BICYCLE FACILITIES AND ACTIVITY
Field observations in the site vicinity revealed a low number of pedestrians and bicyclists in
,A
d~ X`~ the site vicinity. The limited amount of pedestrian activity was observed on Sprague Avenue.
C S~,r k Sidewalks on both side of Sprague Avenue provide adequate facilities for the low pedestrian
e ,activity in the area. There are no striped bicycle lanes in the vicinity.
irt e
e/y~ JA14 TRANSIT
~ .
Spokane Transit Authority operates bus Route 9, East Sprague, on Sprague Avenue with stops
at Fancher Road, Howe Street, and McKinnon Street. Route 9 operates on 20-minute headways
on weekdays, 30-minute headways on Saturdays, and 1-hour headways on Sundays.
TRAFFIC VOLUMES AND PEAK HOUR OPERATIONS
The analysis focused on the weekday p.m. and Saturday mid-day peak hours. Weekday p.m.
(4-6 p.m.) and Saturday mid-day (12-3 p.m.) peak hour manual traffic counts were conducted
in May 1998 at the study area intersections. Based on the results of these counts, the weekday
p.m. peak hour was found to occur approximately from 4:30 to 5:30 p.m., and the Saturday
mid-day peak hour was found to occur approximately from 12:15 to 1:15 p.m. The existing
. weekday p.m. and Saturday mid-day peak hour traffic volumes are shown in Figure 3. Appendix
A includes the study intersection traffic count data used in this report.
Current Levels of Service
All level-of-service (LOS) analyses described in this report were conducted in accordance with
the procedures stated in the 1994 Highway Capacity Manual (HCM) (Reference 2). Spokane
County requires LOS "D" or-better for signalized intersections and LOS "E" or better for
unsignalized intersections. A description of LOS and the criteria by which they are determined
is presented in Appendix B. The appendix also indicates how LOS is measured.
To ensure that this analysis was based on a reasonable worst-case scenario and to be consistent
with accepted practice, the peak 15-minute flow rates during the weekday p.m. and Saturday
mid-day peak hours were used in the evaluation of all of the intersection level of service
, analysis. For this reason, the analysis reflects conditions that are only likely to occur for 15
minutes out of each average weekday p.m. and Saturday mid-day peak hour. Traffic conditions
during all other time periods will likely be better than those described in this report.
The 1994 Highway Capacity Manual (HCM) procedure for calculating levels of service at
unsignalized intersections does not take into account the effect of platooned flow from nearby
traffic signals or two-stage gap acceptance via a center left-turn lane (the soon-to-be released
1997 HCM will account for these factors). However, the operations at the two-way stop-con-
trolled intersections along Sprague Avenue and Fancher Road benefit from both of these factors.
To account for these factors, a delay study was performed at the Sprague Avenue/Main Eagle
Access driveway during the weekday p.m. and Saturday mid-day peak hour. The method used
for measuring the delay and capacity at this intersection is documented in the ITE Journal,
April 1997 issue (Reference 3). The other two-way stop-controlled intersections along Sprague
Avenue and Fancher Road are affected by platooned flow and two-stage gap acceptance in a
manner similar to the Sprague Avenue/Main Eagle Access intersection, so the critical gap size
Kittelson & Associates, Inc. Page 11
67
~ 1A ~0 N N
~n--~c w Nf (NOT T 000 ~M NORTH (NOT TO SCALE)
Nf~01 ~ e~ ~ ln t0
~ ~ ~ ~ 30 80 125 35 (60) 55
75 405-► ~--285 17 } 20 150 80 _65} (90) 50 . ~
0 ~
~ 90
f~~~0 ~M = M V
~~n ~n a o Z M tD ~ ~~a~i N ~
v
BROADWAY AVE • ~ / I lJ ~1 ~
1 BROADWAY AVE FANCHER RD 2 NORTH HOME ~EPOT ACCESS/ / FANCHER RD
SPOI~ANE
( ~ ~~~5~,,~;~, " , i . F~IRGROUNOS F
r~ tn
ro N~ a HOME DEPOT
n~^ % a RETAIL CENTER o >a
00 nNM 2 N~
UNION PAGIFIC RR , , MAIN AV
~ ~ ~ ~ ~ 65 90 65 75) 00 830^-► f-715 620) ~pE ~ EXlSTINO 2 ~ ~ HOME
(145) 70 (56 90 115 _95) DEVELOPMENT /PHASE 2/ ~ / DEPO? / 3
SPRAGUE AVE ~ ~ ~ , ~p q 5 6 7 8 9
o ~n o ~n ~ ~ p~ M 0~ M ~ ,O 3~ (n
,~,Y„ ~ EACIE Z ~ 0 N u~ o,nN wIRDwARE Z = p~ n ~n cv y / J
M Z V O u ~ O
2ND AVE
3 SOUTH HOME DEPOT ACCESS/ 4 SPRAGUE AVE/HAVANA ST - <5
FANCNER RD • SPOKANE VALLEY FREEWAY + 90 1 66J<51~ - 1 5;. .~5 --A n1
,
,0~~ NOO Q0~ ~ re~~ ~ ~ v ~ ~ ~ ~..I~./~J
~ i i/~A/ ~~N N ~ {n ~ 01 C1 ^
Mtn V ~-NN
' . ~ ` ~ ~ 35 15 10 <5 <5 , ~ ( 150 155 225 2 ( 55 25 5 20 JIR
4-765 68 875 980--► ♦-720 770 9301005-► ~--690 810) 760 855-► 4--555 675 (1155 430-► ~--166 11 5,. (900 1045 f- 800 775) 80 980 ) ( ) ( 20 ~5 35 30) 55 45 30 25 110 75 20 3Q 25 20 35 35 20 20 25 5) (40, 40 35 50) ( ~ ) . ) ~ ) ~ ~1 1~ ~ ~ ~ 2 FIGURE ,
~1 l~ 71 J~ ~1 1~ ~l C ,1 3 ~ ° .
O U1 iA~AO iA if1 N N V1NN ~00 M M M 1n ~ ~ ~ V ~ acccnnz ouwccIA nwrc\
i. r. N O iA ~ N 0 ~iAOVf O~M.
M d tn ~ 1~ tn ~ N ~vN~ ~ V~"~ v v ~ ~ v v ~ e.i
PRA W T 8 SPRAGUE AVE FANCN~R RO 10 SPRAGUE AVE/DOLLAR Si' 5 SPRAGUE AVE CARNAHAN RD 8 SPRAGUE AVE MAIN EAGIE ACCESS 7 S GUE AVE MCKINNON RO 8 SPRAGUE AVE HO E S I ~ ~ ~ ~
,
LEGEND
XX - WEEKDAY PM PEAK HOUR '
XX - SATURDAY MID-DAY PEAK HOUR ~ HOM POT RETAIL CENTER-PHASE 2 FtGI
E DE . SPOKANE COUNTY, WASHINGTON ;
~ - • JULY 1998 - ouecc~
~ July 1998
Home Depot Reiail Center - Phase 2 Existing Conditions
of the other two-way stop-controlled intersections were adjusted to equal the calibrated critical
gap size for the Sprague Avenue/Main Eagle Access intersection.
The existing peak hour levels of service for the study intersections are provided in Table 2.
Teble 2
1998 Exfsting Levels of Service
r - - - _ - - _ - - . _
Signalized ' Unsignali=ed
i Intersection Average : Critical Average
V/C Delay ' Move- V/C Delay
; Ratio (sec.) LOS ment Ratio (sec.) LOS
. - - - - '
~ Weekday PM Peak Hour (4:30 - 5:30 p.m.)
i
Sprague Avenue/Dollar Street 0.63 7.1 B
~
I Sprague Avenue/Fancher Road 0.59 19.7 C
Sprague Avenue/Howe Street ' NB 0.18 12.6 C
Sprague Avenue/McKinnon Road NB 0.21 12.7 C
Sprague Avenue/Main Eagle Access NB-LT 0.20 18.0 C
. ' Sprague Avenue/Carnahan Road NB 0.25 15.1 C
,
' Sprague Avenue/Havana Street 0.64 16.3 C
North Site Access/Fancher Road EB-L 0.18 11.4 C
. South Site Access/Fancher Road EB-R 0.16 7.5 B
Broadway Avenue/Fancher Road 0.61 26.6 D
' Saturday Mid-day Peak Hour (12:15 - 1:15 p.m.)
1 ~
~ Sprague Avenue/Dollar Street 0.40 9.0 8
i Sprague Avenue/Fancher Road 0.45 16.8 C
. ~
Sprague Avenue/Howe Street NB 0.09 12.4 C
Sprague AvenuelMcKinnon Road NB 0.23 13.9 C ' Sprague Avenue/Main Eagle Access NB-LT 0.34 23.0 D
Sprague Avenue/Camahan Road NB 0.32 17.4 C
, Sprague AvenuelHavana Street 0.47 14.0 B
North Site Access/Fancher Road EB-L 0.15 8.9 B ~
1 . South Site Access/Fancher Road EB-R 0.20 5.2 B :
Broadway AvenuelFancher Road 0.29 22.6 C
- - - ~ . _ - - - - Note: NB = Northbound, EB = Eastbound, LT = Left-Through, L= Left-Turn, R= Right-Turn.
As shown in Table 2, all intersections cunently operate acceptably during both study periods.
Table 2 also shows that the study intersections operate slightly better during the Saturday
mid-day peak hour than the weekday p.m. peak hour. Appendix C contains the 1998 existing
conditions level-of-service and delay study worksheets.
Kfttelson 8 Associaies, lnc. Page 13
~
,
, ~ - - ,
- , ;
~
- - ~
!
- ~t - . ~ , ~ - ~
~
_ : ~
i
1 ~
i
i ~
Section 4
~
Transportation Impact Analysis
~
~ July 1998
Home Depot Retail Center - Phase 2 Transportaiion Impaci Analysis
Transportation Impact Analysis
~ The effects of traffic generated by the proposed Phase 2 Home Depot Retail Center during
typical weekday p.m. and Saturday rrud-day peak hours were analyzed as follows:
• Back _ d peak hour traffic estimates for 1999 were determined by applying Qree -
percent annual rfactor to the existing volumes. • Based on the square footage and type of uses proposed, the total number of future
weekday p.m. and Saturday mid-day peak hour trips were estimated for full build-out
• of the site. • The estimated 1999 total conditions traffic volumes were estimated by adding the
site-generated traffic for Phase 2 site build-out to the 1999 background volumes, and
re-distributing_the existing Home Depot traffic to the new Sprague Avenue driveway
across from Howe Street.
• Vehicle queues at the Sprague Avenue/Fancher Road intersection and site driveways
were evaluated to determine if left-turn queues will spill beyond the available storage
and block through vehicles or upstream intersections.
• The internal site layout and access driveways were evaluated for safety and operational
deficiencies.
The methodology summarized above and the results of the analysis are presented in detail in
the remainder of this section.
PLANNED DEVELOPMENTS AND TRANSPORTATION IMPROVEMENTS
There are no developments planned to be built in the site vicinity within the next year. Also,
there are no roadway improvements planned with the next year which would alter the traffic
patterns in the site vicinity.
1999 BACKGROUND TRAFFIC ~
' The 1999 background traffic volumes were projected in order to account for continued growth
in the area without development of the site. An annual growth rate of three percent was applied
to the existing traffic volumes shown in Figure 3 to account for general traffic growth in the
area. The previous traffic analy,&Ls-crem- pleutd_for the re-zone of this property (Reference 1)
~ used a background growth rate o<.5 ercent er year,)and discussions with Spokane County
~staff confirmed that a 2.5 percent growth rate adequately reflects the ambient traffic growth
rate in the area. Figure 4 shows the projected 1999 background traffic volumes for the weekday
p.m. and Saturday mid-day peak hours.
Level-of-Service Analysis
Table 3 provides the 1999 background levels of service for the weekday p.m. and Saturday
mid-day peak hours.
Kitte/son & Associates, Inc. Page 15
Jufy 1998
Home Depot Retail Center - Phase 2 Transportation /mpaci Analysis
Table 3 '
1999 Background Levels of Service
T_ Signalized - --f -.Unsignalized ~
Intersection Average Critical Average
V/C Delay Move- V/C Delay
Ratio (sec.) LOS ' ment Ratfo (sec.) LOS .
Weekday PM Peak Hour (4:30 - 5:30 p.m.) '
Sprague Avenue/Dollar Street 0.65 7.7 B
i
. Sprague Avenue/Fancher Road 0.61 20.0 C
Sprague Avenue/Howe Street NB 0.19 13.3 C
Sprague Avenue/McKinnon Road NB 0.23 13.5 C
Sprague Avenue/Main Eagle Access NB-LT 0.21 19.3 C '
Sprague Avenue/Carnahan Road NB 0.26 16.1 C
~ Sprague Avenue/Havana Street 0.66 16.7 C
I
North Site Access/Fancher Road EB-L 0.20 12.0 C
South Site Access/Fancher Road EB-R 0.17 7.8 B ;
, Broadway Avenue/Fancher Road 0.63 26.9 D
Saturdey Mid-day Peak Hour (12:15 - 1:15 p.m.)
Sprague Avenue/Dollar Street 0.43 8.7 B
Sprague Avenue/Fancher Road 0.46 16.9 C • ~
; Sprague Avenue/Howe Street NB 0.10 13.1 C
~ Sprague Avenue/McKinnon Road NB 0.25 14.7 C
Sprague Avenue/Main Eagle Access NB-LT 0.37 25.4 D ~
Sprague Avenue/Carnahan Road NB 0.34 18.8 C
Sprague Avenue/Havana Street 0.49 14.1 B
North Site Access/Fancher Road EB-L 0.16 9.3 B i
; South Site Access/Fancher Road EB-R 0.21 5.4 B
Broadway Avenue/Fancher Road 0.30 22.6 C
Note: NB = IVorthbound, EB = Eastbound, LT = Left-Through, L= Left-Tum, R= Right-Turn.
~ As shown in Table 3, all study intersections are expected to continue operating at acceptable
levels of service dunng the 1999 background conditions. All intersections will also operate at
volume%apacity ratios well below the threshold 1.0 level. Appendix D includes the 1999
background traffic level of service worksheets.
PROPOSED DEVELOPMENT PLANS
The proposed Phase 2 development is scheduled to be constructed and open for business in
1999. Development of the site includes demolition of the existing Heilig-Meyers furniture
Kittelson 8 Associates, Inc. Page 16
~N NM ~D ~~0 . N NORTH
v~ (NOT ' N GO C1 ~ v1 (NOT TO SCALE)
~ et ~ IA t0
~ ~ ' ~ 30 80 130 35) (60) 55 75 415-► 295 180)
20 155 80 ,65) (95) 50 ' ~1 I~ ~1
0 ~
• o o ~ ~~n~ o~ w M ~M U 90
M ~0 ~
v~v N ~ ~ v
BROAOWAY AVE 1
d • / 1 BROADWAY AVE FANCHER RD 2 NORTH HOME OEPOT ACCESS/ ~ /
FANCHER RD f~ „T
SPO ' E ' ~ INTE• ST~A~T . .'..~e+~-
,AIRG OU , DS ~
cn ro ~ n a HOME DEPOT
vM ~~n Z - ~ ~ a RETAIL CENTER O u1 C ~
p NO~ ~ N 1~ t~ M ~
~ UNION PACIFIC RR MAIN AV
% ~ ~ s ~5 ss 95 6 Ex~sr~a
( 20 855--► 735 64 FUTURE ~ Q PHASE 2~ ~ME (150) 70 (50~ 95 120 .100 DEYELOPA~fT / /
~ ~ ~ / ~EPOT / 3 ~ ~ SPRAGUE AVE ~
q 6 8 '7 8 ~g 10
~ M Cf ~ Z Vl v ~ Op ~f-
'w~ ~ARE 2 ~ _ ~ ~ iA o00 ~ v~ ~ Y / J
" "`i - ~ ~ ~
2N0 AVE 3 SOUTH HOME DEPOT ACCESS/ 4 SPRAGUE AVE/HAVANA ST
FANCHER RD SPOKANE VALLEY FREEWAY 15, J<5,~n 17 „ ~ - _
. 90 ` _ R t- .
^ 'NOO'
~ ~ ~ o ~ ~ , ,
v °o o ~n ~n
MUf V ~MM
~ ` ~ ~ ~ ~ 'yp t55 160 230 240 (15 10 <5 <5
55 25 5 9251075-► f-825 80Q 051010-► f-190 70 ) {9001010--► ~--740 795) (9601035-► ~--710 835) 785 880-► f--570 695 (1190 090---► ~--171 11 0' ~ ~ 4 50 20 15 35 30
55 45 30 25 115 75 20 30 (25 20 35 35 (20 20 25 5) (40 0 35 ) ( ) ~ ) J . ) ) ~l I~ ~I 1~ ~ ~ ~ ~ ~ ~ ~ ~ AR
O N tAUfO ~ N ~ N ~ M VNN , ~~n i+1 M M N ~ ~
~ ~ ~ ~ ~ ~ NNV1 iA N ~iA00 v N ~~N W VM M ~ 1f1•-n w .-~l-~
v v . . v ~ • ~ v
2 FIGURE , ~
5 PRA 8 MAIN EAGLE ACCESS 7 SPRAGUE AVE MCKINNON RD B SPRAGUE AVE HOWE ST 9 SPRAGUE AVE/FANCHER RD 10 SPRAGUE AVE/DOLLAR ST S GUE AVE/CARNAFUW RO SPRAGUE AVE/ / / ~
4 ~ ~ PH4SE2\OWGSk 1668F004
LEGEND
XX - WEEKDAY PM PEAK HOUR
XX - SATURDAY MID-DAY PEAK HOUR
. HOM DEPOT RETAIL CENTER-PHASE 2 F~GUF . E
= r ' SPOKANE COUNTY, WASHINGTON
JULY 1998 i PHASE2\
~ Ju/y 7998
Home Depot Retarl Center - Phase 2 Transportation lmpact Analysis
, store building abutting Sprague Avenue. The furniture store will be relocated adjacent to the
existing Home Depot store. Full development of Phase 2 consists of the following uses:
• Furniture Building (Heilig-Meyers) - 45,000 square feet, and
• Retail Pad - 3,000 square feet.
Figure 5 shows the proposed site plan for Phase 2 development. The size of the retail pad is
shown as 5,000 square feet; however, when a drive-through (for a fast-food restaurant or
drive-through bank) is added to this pad, the building size will be reduced to approximately
3,000 square feet.
Access to the site is proposed through a full-access driveway onto Sprague Avenue aligned
opposite Howe Street. The Phase 2 site parking lot will be contiguous with the Home Depot
parking lot, allowing access for Phase 2 motorists through the existing site driveways on
Fancher Road. The existing driveway aligned opposite the main Eagle Hardware driveway will
also be accessible to the Phase 2 parking lot.
TRIP GENERATION
Estimates of weekday p.m. and Saturday mid-day peak hour vehicle trip ends have been
developed from empirical observations at similar uses throughout the country and are summa-
rized in the Trip Generation Manual, 6th Edition, published by the Institute of Transportation
, Engineers (ITE) (Reference 4).
A specific tenant for the retail pad has not yet been determined; thus, a reasonable worst-case
scenario was used to estimate the trip generation for Phase 2 build-out. Possible uses for the
retail pad includes a fast-food restaurant with drive-through, bank with drive-through, video
store, or auto parts store. To maintain a reasonable worst-case scenario, it is assumed that the
retail pad will be a fast-food restaurant with drive-through.
Generally, there are four types of trips associated with any retail development:
~ 1. Pass-by Trips - These trips cunently exist on the roadways that provide primary access to
the development and are being made for some purpose other than visiting the facility (for
example, a trip from home to work). Pass-by trips do not result in any increase in background
, traffic volumes within the study area. Typically, the only impact of pass-by trips occurs at the
site driveways, where they become turning movements. For this project, a 45 percent rate was
estimated for the fast-food restaurant with drive-through. The furniture store is primarily a
destination use, so no pass-by trips were assumed. The pass-by trips were assumed to come
' from SPrague Avenue ProPortionallY to the traffic volumes in each direction.
2. Internal Trips - These trips are generated by other facilities at the proposed development.
1 Consequently, trips are combined into one joint trip to the development. These trips do not
represent additional trips on the surrounding transportation system. It was estimated for this
analysis that five percent of the traffic generated by Phase 2 would be internal trips between
Home Depot or other Phase 2 uses.
3. Diverted Trips - These trips are currently being drawn to other commercial activities that
compete with the proposed facility, but are redirected to the new facility when it opens. This
redirection usually occurs because of an improvement in convenience and proximity for the
affected drivers. Diverted trips will result in an increase in traffic volumes within the immediate
Kittelson & Associaies, Inc. Page 18
~ July 1998
Home Depot Retail Center - Phase 2 Transportation /mpact Analysis
vicinity of the site, but will also result in a decrease in traffic volumes at other locations within
the area (i.e., in areas where drivers used to obtain similar services). For this reason, this
component of the total generated demand causes no change in the total number of vehicle trips
within the area, even though it may add to the number of trips within the immediate site vicinity.
Another benefit is that, by diverting, these trips often cause a net reduction in total vehicle
miles traveled on the area-wide transportation system. This is a common-sense observation, as
it is difficult to imagine that many drivers would divert to a new facility in order to travel a
greater distance than they did previously. To maintain a conservative analysis, none of the
site-generated trips were assumed to be diverted trips from other nearby stores.
4. New Trips - These trips would not have been made without the existence of the proposed
facility. Therefore, this is the only trip type that results in a net increase in the total number of
trips made within the area. These are also the only trips that represent additional vehicle miles
of travel on the transportation system.
Table 4 provides the estimated weekday p.m. and Saturday mid-day peak hour trip generation
~ characteristics for full build-out of the proposed Phase 2 development.
Teble 4
Thip Generation
Weekday PM Peak Hour Saturday Mid-day Peak Hour
Land Use Size ITE Code Total Trips In/Out Trips Total Trips INOut Trips
Furniture Store 45,000 sq.R. 890 20 10/10 35 20/15
~ Retail Pad 3,000 sq.ft. 8341 50/50 175 90/85 !
- 45% Pass-By ~4O 20120 80 40140 ~ Total Trips ~!'2120 60/60 210 110/100 ~n
v ~
5% Internal Trips 5 <5/5 10 5/5 I
Pass-By Trips t~ 40 20/20 80 40/40 ;
. - - i . . , _ i -
Net New Trips 5 40/35 120 65/55
- - - - - - - - . ,
Notes: 1. Fast-food restaurant with drive-through. G~
, As shown in Table 4, the proposed Phase 2 development will generate approximately 75 new
weekday p.m. peak hour and 120 new Saturday mid-day peak hour trip ends.
' TRIP DISTRIBUTION
. The distribution of site-generated trips on to the roadway system within the study impact area
~ was assumed to be similar to the trip distribution pattern estimated in the traffic study completed
for the re-zone of this property (Reference 1). To summarize the discussion in the re-zone
traffic study, the trip distribution pattem was estimated through a two-step process. First,
current traffic patterns were evaluated to determine the direction in which traffic flows.
Second, the proposed development's market area was forecast by zip code and analyzed to
determine both the amount of site-generated traffic and the direction of travel.
For this study, a third step was added in estimating the trip distribution pattern. This third step
was an evaluation of the existing traffic volumes entering and exiting the Home Depot
Kittelson 8 Assocfafes, lnc. Page 19
_ . ,
vlclwrr MAP
` Alw __Awcpm- 6~-----HIm----- Ppo~T lm!Qgm&rm
NORTH
L ~-~~~~~~~i~I , (NOT TO SCALE)
~„rl//~;~/~
1~ ~I ~y ~ • '
+
I ~ - - ~ ~ i.v~__ ~ • _ ' ~
; t ~
rRoPeRnr coNrnoL ciAORAM ~ viciKin MAP ~
m
..2cw ICIALC
a
F
a
I ~---~---~►t--- , , _ . _ ~ .
~•-mlp I ~
I / p I
I ~ ♦ ~~~111 /
f~fi' ~ 101M _ r I V
x ~ • ,www ~ T 1
I r~ e ~ ~or _I t
,
„
, ~ . ~ ~
T7 711 ' ' 1 • ~
i ~ ~ r fi~..~:,~~ I
" • ~ . ' ~ ~
a~WA
: , ti......~r
ntatMwrttr 9WTO ruw u - ..m
HOMe DL'POT RET/UL GENTgR
~ r.cv
A-1
1 «.n~
PROPOSED S1TE PLAN
HOME DEPOT RETAIL CENTER-PHASE 2 fIGURE ~
SPOKANE COUNTY, WASHINGTON ~
JULY 1998 N(
~ PHASE2\0WG5\1668f005
~ July 1998
Home Depoi Refarl Center - Phase 2 Transportatron /mpact Analysis
' driveways. The drivewa volumes showed that there was a reater ercenta e of tri s comin
Y g P g P g
from north of the site via Fancher Road than estimated in the re-zone traffic study. Figure 6
shows the resulting estimated trip distribution pattern for the site during the weekday p.m. and
Saturday mid-day peak hours.
TRIP ASSIGNMENT
The trip generation shown in Table 4 was applied to the trip distribution pattern shown in Figure
6 to arrive at the trip assignment at the study intersections. The site-generated trips were
assigned in consideration of the fact that vehicles will use the access driveway of least delay,
and they will not use a driveway with unacceptable delay when there is another accessible
driveway with low delay.
, Figure 7 shows the resulting new site-generated trips during the study peak hours, while Figure
8 shows the resulting pass-by site-generated trips during the study peak hours. Adding the new
trips (Figure 7) and pass-by trips (Figure 8), the total Phase 2 site-generated trips are shown in
Figure 9. As mentioned previously, the pass-by trips were taken only from Sprague Avenue
and were distributed according to the traffic volumes currently experienced in each direction.
As shown in Figure 9, no vehicles were assigned to the driveway opposite the Main Eagle
Hardware driveway, even though this driveway will provide access to the Phase 2 parking lot.
The existing traffic volumes (Figure 3) show that Home Depot traffic currently uses this
driveway; however, upon opening of the driveway across from Howe Street, it is expected that
all Phase 2 and Home Depot trips from west of the site will likely use the more convenient
Howe Street driveway.
1999 TOTAL TRAFFIC VOLUMES/OPERATIONAL ANALYSIS
The 1999 total traffc volumes (includes build-out of Phase 2) were estimated by adding the
total site-generated trips to the 1999 background traffic volumes, and re-distributing the
existing Home Depot traffic to account for the new driveway on Sprague Avenue across from
~Howe Street. Figure 10 shows the 1999 total traffic volumes for the weekday p.m. and Saturday
mid-day peak hours. Table 5 provides the 1999 total traffic levels of service with build-out of
the Phase 2 Home Depot Retail Center. Appendix E includes the 1999 total traffic level of
, service worksheets.
Table 5 shows that under the 1999 total traffic conditions a11 study intersections and site
driveways will continue to operate at acceptable levels of service. Tbe southbound left-turn
movement at the site driveway across from Howe Street will operate at an acceptable level of
service "E", with volume/capacity ratios well below 1.0. The critical intersection in the study
area, the Sprague Avenue/Fancher Road intersection, will also operate at an acceptable level
of service. The queue lengths at the Sprague Avenue/Fancher Road intersection and the site
driveways were investigated and are shown in the Vehicle Queuing/Stacking Distance section
of this report.
Kittelson & Associates, Inc. Page 21
, July 1998
Home Depot Refad Cenfer - Phase 2 Transportation /mpaci Analysis
' Table 5 '
1999 Total Trafflc l.evels of Service
-
~ -
Signalized Unslgnalfzed
Intersection Average Critlcal Average
V/C Delay Move- V/C Qelay
, Ratio (sec.) LOS ment Ratio (sec.) LOS
Weekday PM Peak Hour (4:30 - 5:30 p.m.) .
Sprague Avenue/Dollar Street 0.65 8.0 B Sprague Avenue/Fancher Road 0.62 19.4 C
~ .
Sprague Avenue/Howe Street-Site SB-L 0.38 33.7 E '
~ Access
Sprague Avenue/McKinnon Road NB 0.32 20.8 D
Sprague Avenue/Main Eagle Access NB-LT 0.22 23.1 D I
Sprague Avenue/Carnahan Road NB 0.35 23.3 D
Sprague Avenue/Havana Street 0.67 16.7 C
North Site Access/Fancher Road EB-L 0.22 11.5 C
• South Site Access/Fancher Road EB-R 0.16 9.3 B I
; Broadway Avenue/Fancher Road 0.64 27.0 D - - - ; Saturday Mid-day Peak Hour (12:15 - 1:15 p.m.)
~
Sprague Avenue/Dollar Street 0.45 9.1 B
Sprague Avenue/Fancher Road 0.48 15.6 C .
Sprague Avenue/Howe Street-Site SB-L 0.40 35.4 E !
Access
Sprague Avenue/McKinnon Road NB 0.28 17.4 C ~
~ Sprague Avenue/Main Eagle Access NB•LT 0.28 20.3 D ~
Sprague Avenue/Carnahan Road NB 0.36 19.7 C
, Sprague Avenue/Havana Street 0.50 14.3 B ,
North Site AccesslFancher Road EB-L 4.16 7.4 B
South Site Access/Fancher Road EB-R 0.20 5.1 B
Broadway Avenue/Fancher Road 0.31 22.4 C
- ,
Note: NB = Northbound, EB = Eastbound, SB = Southbound, LT = Left-Through, L= Left-'Ilim, R= Right-Turn.
Overall, this analysis demonstrates that the addition of Phase 2 of the Home Depot Retail Center
can be accommodated while still maintaining acceptable operations at the unsignalized site
driveways. Thus, an additional traffic signal along Sprague Avenue will not be needed for
Phase 2 development. As future development occurs at the Home Depot Retail Center (Phase
3), a traffic signal should be considered along Sprague Avenue to serve the businesses on both
sides of Sprague Avenue without adversely affecting progression and vehicles queues along
Sprague Avenue.
Kittelson & Associates, Inc. Page 22
~ ~ ~ r r i ~r ~ ~ r ~ ~ ~ ~r ~ ~ r■~ ~ ~
a
NOR1H
(NOT TO SCALE)
0
~
= M eel* 90
U ~
~
~ BROADWAY AVE ~
7% .5%
SPO.KA,NE
; INTE?~RS'TATE
Q FAIRGROUNOS
~ Z r` Y
FIOME DEPOT
RETAIL CENTEH
~ t H+FF++H+k
UNION PACIFIC RR I,I,~IN AVL
'N+Ni~F}FFFFFf-
OEY0.0PIETJT /PNABE 2/
Fun~ ~EETi
15% SPRAGUE AVE ~ I I I W
~
~ Z ~ ~ 15°0
U 0
2ND AVE
~ SPOKANE VALLEY FREEWAY ~
~
20 /o ~
0
~
ESTIMA TED TRIP DISTRIBUTION PA TTERN
HOME DEPOT RETAIL CENTER-PHASE 2 1 fIGURE T~ I
SPOKANE COUNIY, WASHINGTON G C.
JULY 1998 V ~
PHASE2\OWGS\1668F006
o ~ v ~ ~ P
^ ~ ~ . v ~2J~ ~ NORTH
o i (NOT ~ ~ i d ~ (NOT TO SCALE)
~ AO h ~ S , _
, , ( 5) o ~J~"
N h' (<5) <5 5 (5) (<5) <5 , d ~.S ~
~ ~ ~ ~{cfY' o
~ N ~ 90
. v v w . _ • U
O u1~ u1 Z
v lai
BROAOWAY AVE ~ a~~ 1 !
1 BROADWAY AVE/FANCHER RD 2 NORTH HOME DEPOT ACCESS/ FANCHER RD '
. 'SPOKANE Y ;
~ 1N~ ERSTaT,E ~ FAIRG . OUNDS
~ . W ~ •~r ~
~ ME DEP T v ~ HO 0
v v RETAIL CENTER ~ N ~ ~
V V
UNION PACIFIC RR MAIN~AV '
~ . ' % <5 <S ~ 1 O~ 5~ 5 10 . F~pE ~ EXiSTINO 2
10) 5 5 5 DEVEIOPMENT PHASE 2~ HOME H~}~}f- ~ / ~ Ir DEPOT
% 3 ~ ~ ~ SPRAGUE AVE ~ ~
41 5 8 7 8 r 10 ~ 9 v ~ ~ c p 3 ~ N
~ ~ F~CIE Z ~ ~ cn v ~ HAROwME Z = ~ ,
„ Y , ~
Z ~ ~ O O 2N0 AVE
3 SOUTH HOME DEPOT ACCESS/ 4 SPRAGUE AVE/HAVANA ST
FANCHER RD SPOKANE VALLEY FREEWAY 90 ~
~ N N
~ v ~n,~ v v ~.+~..li s (1o)
O O ~N ~ V V N
~ ~ ~ ~ ~ 20 10 20 30 <5 <5 <5 <5
(20) 10-► `--10 (15) (20) 10-► ~---10 (15) (20) 10-~ ~--10 (15) <5 <5-♦ f- <5 <5 10 5-► 20 30 (10) 5-► t-5 (10) (5, 5
~
0 ~
N v
5 SPRAGUE AVE/CARNAHAN RD 8 SPRAGl1E AVE/MAIN EAGLE ACCESS 7 SPRAGOE AVE/MCKINNON RO 8 SPRAGUE AVE/HOWE ST 8 SPRAGUE AVE/FANCH(:R RO 10 SPRAGUE AVE DOLLAR ST AK HOUR
~
~ ~10.1 Ioc* _~W
LEGEND
XX - W K Y PM EE DA PEAK HOUR
XX - SATURDAY MID-DAY PEAK HOUR
FI F HOME DEPOT RETAIL CENTER-PHASE 2 Gu
: ~ " - SPOKAiVE COUNTY~ WASHINGTON JULY 1998 ~ JPHASE2\DWGS\1668F007
~ PHASE2\
~
~ I NORTH
. (NOT (NOT TO SCALE) 90
0
~
~ • w . _
U Q
~
BROADWAY AVE 1 BROAOWAY AVE/FANCHER RD 2 NORTH HOME DEPOT ACCESS ~ ! _r ~ - -
/ N . FANCHER RD r
~ ~ SPO E ~
IM'ERSTAT F RGROUNDS -
~ ~ , N
a HOME DEPOT z
~ RETAIL CENTER a
_ ~H+H++~-~ ,
UNION PACIFIC RR MAIN AV ~ ~
, /
FUTURE ~ EXISTINd 2 EL PMENT PHASE 2~ ~ME f~FF DEV 0 ~ ~ ~ DEPOT 3
SPRAGUE AVE ~ ~
a b a ' i a' ~ ~o 9 ~ ~ ~
a p 3 N ~ E~c~E z o cn Z HARDWNtE Z =
Y ~J
~ O O
2N0 AVE 3 SOUTH HOME DEPOT ACCESS/ 4 SPRAGUE AVE/HAVANA ST •
FANCHER RD SPOKANE VAIIEY FREEWAY 90 ~
N v v
N N
.
25 ~ ~ ( 20 20 15)
(-25 -20 f- -20 -15) ~ AR ST
'D
5 SPRAGUE AVE/CARNAHAN RO 8 SPRAGUE AVE MAIN EAGLE ACCESS 7 SPRAGUE AVE MCKIN . UMES
/ / NON RD 8 SPRAGUE AVE HOWE ST e SPRAGUE AVE FANCKER RO 10 SPRAGUE AVE DOLLAR ST / / / 2 FIGURE ~ ~
NOTE: ALL INT R _ C s ~
E SECTIONS WILL NOT EXPERIENCE PA Y V M WITH SS B OLU ES, EXCEPTION OF SRAGUE HOWE. 1 PHASE2\DWG5\ 1668F008
LEGEND
XX - WEEKDAY PM PEAK HOUR '
XX - SATURDAY M{D-DAY PEAK HOUR ' HOME DEPOT RETAIL CENTER-PHASE 2 ~GUi
: ~ " " - SPOKANE COUNTY~ WASHINGTON ~ JULY 1 y98
- . ~ PHASE2`
i
i ,
~ . o ^
~ v . v NORTH
o (NOl ~ (NOT TO SCALE)
1 1 ( 5) 10 (<5) <5 10 (15) (<5) <5
~ ~ ~ . o
~ ~N~ N ~
' V V W I 90
in o vi N 2 v
v lQi.
BROAOWAY AVE 1 ~
1 BROADWAY AVE/FANCHER RO 2 NORTH HOME DEPOT ACCESS /
FANCHER RD ~ . ~ II .
~ SPO ,~KAN, ~ ° I ~ERSTrA~ E
FNRGROUNDS
~ ~ "v o a HOME DEPOT
v ~ z " a RETAIL CENTER ~ >
~ ~ ° ~
~ UNION PACIFIC RR Ma~N av
~ / ; <5 "<5 ~
(10) 5--► f--5 10 FUTURE ~ EXI3TM0 2 (10) 5 5 5 PHA3E 2~ HOME ~ . ~ DEV0.0PMENT ~
Ir DEPOT ~ 3 ~ ~ SPRAGUE AVE ~
~n 5 B 7 r 8 ^ 10 4 9 v
0 0 3 c~n ~ ~ ~ f~CIE z ~ ~ ~n a
o Fwtow~ z = v ~ ~ ~g v Y J
U ~ ~ O
3 SOUTH HOM 2N0 AVE E DEPOT ACCESS/ 4 SPRAGUE AVE/HAVANA ST
FANCHER RD ~ SPOKANE VALLEY FREEWAY ~
90 ` -s (1o)
0 o N•r• M ~ VNN v v
NN M M V V v1
` ~ ~
~ ~ 4 < <5 <5 20 10-► ~ (45 30 40 5) <5 5 ( ) o s) (zo) ~ o--► ~ o ~ 5 zo ~ o--► - - > .--ao 30 ~ o s--~ s ~ o ( ) ( ) ~ o s) (-2s 2o Zo s) o s ( ) ( ) .~j .
(5~ s ~
0
~
„ ~ PEAK HOUR
v
5 SPRAGUE AVE/CARNAHAN RD 8 SPRAGUE AVE MAIN 7 2 FIGURE ~
/ EAGLE ACCESS SPRAGUE AVE/MCKINNON RD 8 SPRAGUE AVE/HOWE ST 9 SPRAGUE AVE/FANCHER RD 10 SPRAGUE AVE/DOLIAR ST
~ 9 ~
LEGEND PHASE2\OWGS\1668F009
XX - WEEKDAY PM PEAK NOUR
XX - SATURDAY MID-DAY PEAK HOUR
HOME DEPOT RETAIL CENTER-PHASE 2 FiGI
= SP NE COUNTY WA HIN TON OKA , S G C
JULY 1 J'98 ~ . PHASEi
,
OM
01N NO NORTH
~o~ N (NOT T( ' N0101 NN . ~ r- t01D "tl 51 9if,L~ (NOT TO SCALE)
i
~ ` ~ ~ ` 30 80 130 35) (75) fi5 ~
75 415 Z95 180) ~ , 20 155 85 70 80 35 . ~ ~ . . ) ( ) ~1 ~
~ ~ ~ ~ ~ ~i~ o
c1 ~J ~ ~ ~ 90
°vN J ~ w M M ~ _ U
~N O ~!i ~r1 2 Vn~O n~ N _ l~i vr.v ~ v ~
v : r
BROAOWAY AVE - ~ . / ~
1 BROADWAY AVE/FANCHER RD 2 NORTH HOME DEPOT ACCESS/ FANCHER RO
~ SPO ' E ~ ~
N I~ r ~ ' F cRO a Nas~ '
~ ~ N ..o..
vM nMn Q HOME DEPOT
~ - c RETAIL CENTER ~ ~n o >s
tf~ t0 n M~j ~ -L
UNION PACIFIC RR MAIN AV
~ ~ ~ ~ 65 95 65 75 EXI TWO ( 30 860 f- 140 65 FuTURE / s 2 ++HH-f+H--
140 55 50 95 125 105 P ENT PHASE 2~ HOME ~ ( ) ( . . oevao M / / ~l ~1 1~ / DEPOT
/ 3 ~ ~ SPRAGUE AVE ~
~ 5 6 7 '8 ^ 10 o ~n ~n ~n ~ 9 v1 M Cf ~ I F- M c o 3~ , tn
~ ~ f~C~E z ~ ~ ~n ~ ~o IWtDwARE Z =
N v~ Y ~ J v Z ~ O
~ 2ND AVE ~
3 SOUTH HOME DEPOT ACCESS/ 4 SPRAGUE AVE/HAVANA ST
FANCHER RD SPOKANE VALLEY FREEWAY 90 . 1
„ o 'Na o' N N N N M~~O ~NOO
V V ~ v v v v ~r..~i w~~ ~ N 000
V V o~p ~ ~NM ~iA~
s J<s
<5' S.~ ~ f ~ ~ ~ ~ ~ < <5 <5 145 90 75 140 120 130 200 170 15 10 <5 <5 72 o~ 5 30) "
(9451085--► t-835 815) _ 801045-► ~--830 78 ) (9851050--► ~--780 860) 900 985-~ t-670 780 805 895-♦ ~--620 800 (1 00 095-► ♦-172 11 0} (55 45 30 25) 115. 75 25 ,40) (25 20 35 35) (20 20 25 _5) (50 55 35 .50) (20 15 35 30) ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
O u1 iA u1 tA N M M M U1 ~~t N N~j VNN O00
N I~ r~ I~ ~ ~ ~ ~
V) u1 t~ O N O if1 O V10N ~OiAU1~ M ~t If1 pp ~ iA v N N O V M v v v v ~ w N`~
v
5 SPRAGUE AVE CARNAHAN RO B SPRAGUE AVE MAIN ACCESS 7 SPRAGUE AVE MCKINN N 8 9 PRA AV FAN H / / fAGLE / O RD SPRAGUE AvE/HOwE ST S GUE E/ C ER RD , to SPRAGUE AvE/DOLIAR Sr '--9T
NOTE: VOLUMES INCLUDE RE-ROUTED HOME DEPOT TRAFFIC.
LEGEND ~
XX - WEEKDAY PM PEAK HOUR
XX - SATURDAY MID-DAY PEAK HOUR , FIGURE (7
HOME DEPOT RETAIL CENTER-PHASE 2 ~~uRE C
: ~ " - SPOKANE COUNTY, WASHINGTON JULY 1998 10 ~ f PHASE2\OWGS\1668F010
~ PHASE2\D1
July 1998
Home Depot Reiail Center - Phase 2 Transportation lmpact Ana/ysrs
VEHICLE QUEUING/STACKING DISTANCE
A vehicle queuing analysis was performed at the Sprague Avenue/Fancher Road intersection
to evaluate whether vehicle queues will extend beyond the supplied storage distance or block
upstream intersections. In the analysis, a Poisson distribution was applied at a 95% confidence
level to determine queue length probabilities, and one vehicle was assumed to occupy 25 feet.
Table 6 shows (he results of the queuing analysis. Appendix F shows the vehicle queuing
worksheets.
Table 6
7999 Total Conditions Queuing Analysis
~ 95th Percentile Queue Length (feet)
; Available Storage
Movement Weekday PM Seturday Mid-day Storage (feet) Adequate?
Peak Peak
Sprague Avenue/Fancher Road
Northbound Left 25 25 200 Yes
Northbound Through/Right 50 50 - Yes
Southbound Left 275 200 200 No
Southbound Through/Right 150 150 - Yes
Eastbound Left 175 175 200 Yes
Eastbound Through/Right 275 225 - Yes
' Westbound Left 75 100 200 Yes
Westbound Through 250 250 - Yes As Table 6 shows, all movements at the Sprague Avenue/Fancher Road intersection will have
adequate storage distance, with the exception of the southbound left-turn movement during the
weekday p.m. peak hour. During these conditions, the southbound left-turn queue may block
the southbound through lanes. It is expected that the storage length for this movement will be
~ sufficient for all other time periods.
It is recommended that the operations of the southbound left-turn queue be monitored upon
completion of Phase 2. If queue spillback becomes a safety andlor operational problem, then
the elimination of the concrete island at the end of the storage lane should be considered. The
concrete median could be replaced by a painted median, which would allow southbound
left-turning vehicles to queue within the median area and not block through vehicles. Figure
11 shows a conceptual drawing of this possible improvement.
SITE ACCESS/INTERNAL CIRCULATION
The site driveway across from Howe Street is located approximately 800 feet away from the
Sprague Avenue/Fancher Road intersection. As shown in the Vehicle Queuing/Stacking Dis-
tance section of this report, the vehicle queues at the Sprague Avenue/Fancher Road intersection
will not interfere with the operations at the Sprague Avenue/Howe Street intersection.
Kittelson & Associates, Inc. Page 28
Ju/y 1998
Home Depot Reta►I Center - Phase 2 Transportafion lmpact Analysis
Adequate sight distance will be provided at the site driveways. To maintain adequate sight
distance, landscaping along the site frontage should be limited to low-growing ground cover
or trees that do not obstruct sight lines.
~
Separate left-turn and right-turn exiting lanes should be provided at the Sprague Avenue site
driveway across from Howe Street to minimize delays for exiting vehicles. The 95th percentile
vehicle queues for these driveways will be approximately 50 feet (see Appendix F). Thus, the
separate left-turn and right-turn lanes should be at least 50 feet in length. A review of the
proposed site plan revealed ihat the parking lot layout allows efficient and safe movement
between the access driveways and parking stalls.
~
~
~
Kittelson 8 Associates, lnc. Page 29
EXISTING CONFIGURATION WITH REMOVAL OF RAISED MEDIAN ISLAND
I ~ NORTH ~ I NORTH
APPRO%IMATE SCALE APPROXIMATE SCALE
1"=100' 1"= 100'
~ ~ = I I
~ I rn I~ I
~ ~ I b 1
RAISED MEDIAN ISIAND REPIACE RAISED h~EDIAN ISLAND
I I I WITH PAINTED ISLANO
I I I I
( ~ ~ I
~ ~ I= RAISED MEDIAN I ~ KEEP RAISEO MEDIAN
SPRnGUE AvENUE / SPRAGUE AVENU
,
LEGEND EFFECT OF REMOVING FANCHER ROAD
95TH PERCENTILE QUEUE UNDER 1999 TOTAL
WEEKDAY PM PEAK HOUR CONDITIONS MEDIAN ISLAND ON VEHICLE QUEUES
HOME DEPOT RETAIL CENTER-PHASE 2 1 FIGURE ~SPOKANE COUNTY, WASHINGTON 1 ~ m1%
JULY 1998 1 PHASE2\DWCS\1668Fpt1
'
,
- - ,
~
~
~ - -
--1; ~
, i
1 ~
s f
- - -
~
i
i
~
~
~
Section 5
~
Findings and Recommendations
~
Ju/y 1998
Home Depot Retail Center - Phase 2 Findings and Recommendations
Findings and Recommendations
Based on the results of the traffic impact analysis described in this report, it is concluded that
the proposed Phase 2 of the Home Depot Retail Center can be developed while acceptable
operations and safety at the site driveways and on the surrounding transportation system are
maintained, with the implementation of the recommended roadway improvements. The anal-
ysis resulted in the following findings and recommendations:
FINDINGS
• All study intersections currently operate at acceptable levels of service during the
weekday p.m. and Saturday mid-day peak hours.
• Under the 1999 background traffic conditions, all study intersections are expected to
continue operating at acceptable levels of service during both study periods.
• Phase 2 of the HomeDepot Retail Center will generate approximately 75 new weekday
p.m. peak hour and 120 new Saturday mid-day peak hour trip ends.
• Under 1999 total traffic (with site) conditions, all intersections and site access driveways
are forecast to continue operating at acceptable levels of service. Further, a traffic signal will not be needed at any of the site driveways, as they will operate at acceptable levels
of service.
• A queuing analysis of the 1999 total conditions revealed that the existing storage
distance is adequate for all movements at the Sprague Avenue/Fancher Road intersec-
tion, with the exception of possibly the southbound left=turn movement during the
weekday p.m. peak hour. Vehicle queues will be adequate for this movement during all
other time periods.
• A review of the proposed site plan revealed that adequate queue storage will be available
for vehicles at the site driveways. Also, the parking lot layout allows effcient and safe
movement between the access driveways and parking stalls.
~ RECOMMENDATIONS
• An additional traffic signal on Sprague Avenue should not be installed as a result of
Phase 2 development. As future development occurs at the Home Depot Retail Center
(Phase 3), a traffic signal should be considered along Sprague Avenue to serve the
businesses on both sides of Sprague Avenue without adversely affecting progression
and vehicles queues along Sprague Avenue.
• The operations of the southbound left-turn queue at the Sprague Avenue/Fancher Road
intersection should be monitored upon completion of Phase 2. If queue spillback
becomes a safety andlor operational problem, then the elimination of the concrete island
at the end of the storage lane should be considered. The concrete median could be
replaced by a painted median, which would allow southbound left-turning vehicles to
queue within the median area and not block through vehicles. Figure 11 shows a
conceptual drawing of this possible improvement.
Kittelson & Associates, Inc. Page 32
' July 1998
Home Depot Retai! Center - Phase 2 Findings and Recommendations
` • Landscaping along the site frontage should be limited to low-growing ground cover or
trees that do not obstruct sight lines, to ensure adequate sight distance in both directions.
• Separate left-turn and right-turn lanes should be provided for vehicles exiting the site
driveway on Sprague Avenue across from Howe Street to minimize delays and vehicle
queues for exiting vehicles. The driveway throat should be at least 50 feet to accom-
modate the 95th percentile queue length.
~
Kitlelson 8 Associaies, Inc. Page 33
~ '
~ r
_ . ,
, II ~
I ~
,
~ ' .J r-' <;'ff .
J ~ v - ,i ~3~, .
= ~ a
' `r _ ~ i `~.~*"c
, i
<< , k ~«~~;~~~rti
~
°
~ - ~ ~ `J' r '
>
r , ~1~~~~~ I
, `F ~ ~Y ~ ~
JI~, -~t~M~k~^Y,t /1■
I ' ~
~ ~ W
- i , r` ~ (1
~ ~ ~ ~ ~
~ ~ . ~
, - ' v
~ ~
~ N~ ~
~
Mi ~
~ ~ ~ ~
~ ~
~ ~
~ ~ ~
~
July 1998
Home Depot Retarl Center - Phase 2 Reterences
I R
eferences
1. The Home Depot Sprague Avenue & Fancher Road Transportation Impact Analysis,
Kittelson & Associates, Inc. June 1995.
2. Transportation Research Board, Highway Capacity Manual. Special Report No. 209.
1994.
3. ZongZhong, T., Kyte, M., and Colyar, J. Field Measurements of Capacity and Delay at
~ Unsignalized Intersections. ITE Journal, Vol. 67, No. 4, April 1997, pp. 22-26.
4. Institute of Transportation Engineers, Trip Generation, 6th Edition. 1997.
~
~
~
Kittelson 8 Associates, lnc. Page 35
~ ~ -
• r i, ~ ' i
11 1, i
f 1 i
I ~
AppendiX A
-
~
TraffiC Count pata
~
PROJECT; HOME DEPOT
J08 N0.
INTERSECTION: SPRAGUElDOUAR 6K
DATE Of CQUNT, bIAY 23, t999
r "TRAF' `~FIC'
COUNT REOUCTION WORKSHEE'f PM PEAK HOURS
I I 15 Minute Paiod nn r `
APPROACaMOVEMENTI 12:00 12J5 1 12' 12:45 I ~ 1:00 I! 1,15 I 130 I 1.45 I 2:00 r 215 I 2'30 I 2:45
IMc Uk Ihk avss Itrk IMc dau trk ae Ihlc lP°ss ~Irk hk 14k Itrk ss Itrk
leR ~ 61 ~ 41 ~ 11 ~ 31 ~ ~ ~~I 1 71 ~ 1~ I 41 ~ 3i 31
Eestbound Thsough I 2861 2501 , •I 2731 I 3011 I 3351 : 2741 I 2541 I 2891 I 2791 I 283I I 3101 I 2871 ,
~M I el 41 • 71 I 31 ' I 61 ~ sk I 91 I 111 I el I el f 51 I 61
~ s '~~f'~1 ~:~~9 ~`i ~ xy ; ~•.`'„;„~u0l~~~288E~~~~~ty~'~~Sl:ia~a~.~~OId'ey^~lBE~s'
0.001 o.ooi ' o.aoi'~ ~o.aoi ~ 000 ~ o.ooi ~ oooi { o.wl ~ o.aoi ~ o.ooi o001 )l o.oo
Wwtbound ThrouQh I 2811 1 2881' I 2831 I 2881 I 2681 f 2731 1 1641 I 2811 I 1751 I 2701 I 2611 I 3241
~r I ol ol' o~ • i ol 1 al t ol I ol I ol I ol I o1 I o ~ oN
&;~v w` x~
Pct Tniclos 0~ ~ 0.00 0.00 0001 O.OD ' J 0 00 1 000 U 00 0.00 , VO U0~ 0,00 0,0~0
1 4 48, I I I I 39, 45'~ I 441 I 58 I 471 I I 481 I 391
Northbound Throuph I 21 01 I 01 I al I 21 F 11 I 01 I 31 I bI I 41 I 21 I 01
R M I 111 121 ` I 451 I 81 I 8' r 131 I 111 I 191 I 141 I 91 I 51 I 111
vcsa J
SZ
Pd Tnicke ~ 0.00 0.00 . 0,001,~ 0.001 ~ 0.001 ~ 0 001 0001 ~ 0 001 ~ 0.40~ ~ 0.001 0 001 0 00
I 1 I I 2 I I I I I
SouthboU TNrouqh I 21 1 11 I 1) I 31 I 91 ' 21 I 11 I 11 I 11 I 51 I 21 I 41
R h I 51 1 91 I 6~ I 21 I 5, 31 f 21 V 61 1 21 I 121 I 41 I 51~
Av :w . ~rx.v~, a..v .r'~~ h`. ,..i? 'S' ' tv~ ~+il'.Y..`
roaey.t, ~fi'2, k1, t~4ta~. r` a~<\. c~iSf.'(''
Pd Tniclta ~ 0.00 S • Q.00 ~0 0~0 ~Q,00 O.OG• ~ < „ 0 001 ~ 0.00 ~ 0.00 p, i~ 0 001 0.001 0.00
1 I~ I 1 I 1 ' I•. I I I I I ~I I I I 1 I I I
Tatal IMersactan Volume ~ 8341 0 8281 D) 6411 01 6731 01 6'8B'. 6111 01 5991 01 6801 01 6331 01 8311 01 6481 01 6861 0
irterseaionPaTn,~a 1 I o.ood I oool I 0.001 I 0,001 o. i 0.001 I o.wl I 0.001 I 0.001 I oool I 0.001 I 0.00
i
~ lrftmection orw Nourvonimes lTNCks one kour v rn+do
12;00 I 2578! 0.000 1:15 I 25§91 O.000
12:15 I 26111 0.000 190 I 25481 0.000
12;30 1 26101 0.000 1•15 I 25991 0.000
12:45 ( 25881 0.000 2:00 I 26071 0.000
I I
1:00 I 25751 0.000
PROJECT: HOhIE DEPOT
JOB N0. (~U
INTERSECTION, SPRAGUE/DOLLAR ,
DATE OF OOUNT: MAY 23,18'88
PM PEAK HOUR BREAKDOWN
APPROACiNyOVEMENTI 12:15 1 12*30 1 12.45 I 1,00 ~
~ ~ 41 t~ Atrk rss ~tAc OTALJ ~
~
Eesmound TT±raiyh 1 2501 I 2731 ~ 3011 I 3321 1158
fthi I 41 I 71 I 31 I 61 20
y<.~t~>, le1~~~~~1.: I~7~
Tnrdcs 0 00 0 ODr 000 0.00 0
Pd
I 29
Waslbourvd Throupfi I 2881 ( 2831 I 2881 ~ 2881 1135
R' M I 01 ( 01 I 01 01 0
. . ,e~ d21 Pd Tnrcks 1 0.00 0 001 0.001 ` I 0 00 0
Northbound ThrouQh I 01 I 01 I 01 ( 21 ~
Rf~fit I 121 ,p i1v5 91 ~ 8 , 81 38
Pct Truda 0.001 , 0,00 O.U01~ 0.00 ` 0
II 41 I 51 I 01 11'
Sm-thbwjk Throuqh I 11 I 21 I 31 I 91 9 ~V
R M I 91 SI I 21 I 51 15 c
~ ~r-a~~'>z.., ~~4,.•~~~~.~ro~~%. .a~~~%
Pd Truds 0 001 I 0.00 1 0.00 0.00 0 ~
I I I I 1 I 1 p
Tafel IM¢rsedlon Vdume ~ 8281 01 6411 01 6731 0l 66,i D~; ~y
IMasectionPctTrucb I I 0.001 I 0.001 I 0.001 I 0001 1 Q'
P.H.F. * 0 9699
PROJECT: HOME DEPOT ~
J08 N0. ~
INTERSECTION FANCHERlSOUTN DWY.
DATE OF COUNT. MAY 13,1998
TRAFFIC COUNT REDUCTION WORK3HEET PM PEAK HOURS
I 15Ltinute Pabd Bealnnhxt a I
APPROACdMOVFJNENTI 11:00 I 12;16 I 12.30 1 12,45 I 1:00 1•15 I 1:30 1;45 I 2•00 215 ( 230 I 2,45 ,
i ~ ~pass ltrk (pass Itrk Ipaas IUk Npuas Irtk ~pass Itfk pass Ihk lpaas Ihk Dass luk IpaSS Iftltc pass Itrk tpass Itrk lyass lak
dt t I f I t I t I t I 1 I I ~ i i f i f i
Easteound rnraugn I I ~ I I I I I I ~ I I I I 1 I l I I I I I f I
~M I 351 I 131 I 401 I 291 I 341 I 911 I 411 I 331 I 421 I 26N I 361 I 441
t~.'ni°.,4
,.c~,'a K' ~~9 ~nsf
0!
Pct Tnidcs ~ I 0.001 I 0 00~ 0 001 I 0.001 ~ 0,000.00 0 001 I 0.001 I 0.001 I 01 01 ~ 0 001 I 000
I 1 I I I I I I ( ~ I I I I I ~ I I I I I I I l
weslbound T6ou4li I I I I I 1 I I I I I I I I I I I I I I I I I I
~ R M I I I ( I I I I I I I I I I I I kI {1 I yI 1 I~I I I
RR
ERR~ I ERRi , 1 ERRIr I' ERR
Pct Tcudts ~ I ERRr~ ~I ERRI ~ ERRI ~ ERRI I EftR I ERR~ ERR y y ERRI I
leR I I 1 I I I I I I 1 I I I I 1 ( I { ( 1 I I I
Northbound Tiwou4h I 831 I 1181 I 821 ~ 901 I 811 I 1051 I 1001 ~ 1151 I 841 I 931 I 861 I lool
R'ht i I I I I I I i I I I 1 I I I I I , I ~ I I I I
ci~q
0 00#~ 0.01 I 0.00 ~ 0 001 I 0 OOI ~ ()00 1 ~ 0~ 0 00
d Trucks I I 0.001 ~ 0.00~ P~I 0.001 ~ 0.001 I 0
P
I 1 I I I I I I I I I I I I ~ I I I I I 1 ~ I I
Soulhbou Throu9fi I 881 I 731 I 751 I 741 I 781 I 5e1 I 691 I 531 1 751 I 811 1 861 1 631
R I 01 I 01 I 0 I 11 I 21 I tl I 01 11 I 11 I 21 l 01 I 01
. ~ t vM1t ~f i.~~rc3 }}''`bt'a'2~ R V Y w+Y`1"+C S r$'o~r >r~y,(. ~L ' "F' jn ~~a~ ~ 4,yq~'~ iW,p~~ a~$. k:~
~t~
S"bi~'n.` ~ArCav`" 411, f.R
L ~ti;gi , /Sri . Vi• ~a :r~~'r~jt, tn'k . A~ ~.v~.Y Sfi'7~>4Y`}y~d, ~2 Sls.•:.' :C,ait nu 1 1 0Y].00 0 00
Pd Trucb 0.00 0.00 0.00 0.00 T 0.00 0 ab 0.00o 0 00 D.00 0.00
~ I ~ I I I I I I I I I I I I I I I I I I 1 I
TotallMerseclion Volume1 2281 01 2341 01 217711 01 1841 01 2061 01 1951 01 2101 01 2031 01 2021 01 2021 01 1901 O1 2071 0
Intarsaction Pd Trudm 1 I 0.001 I 0.001 I 0.001 I 0.001 I 0.001 I 0.001 I 0.001 I 0001 I 0.001 I 0.001 1 0.001 I 0.00
IrdersectionTadal ~Pd IM~erseeUonT~Pd
One Haur Vdutras Tn►cks One Hour Volu Tnuks
12'00 1 8611 0.000 1:15 I 8101 0.000
12'15 I 8411 0.000 1:30 I 8171 0 000
12;30 I 8021 0000 1:45 I 7971 0.000
12:0.5 I 8051 0000 12:00 I 8011 0.000
1:00 I 814I 0000 N I I
PRQIECT: NOME OEPOT G~
JOB N0. n
INTERSECTION: FANCHER150UTH DWY.
OATE Of COUNT: MAY 23.1998
PM PEAK HOUR BREAKDOWN (
APPROACqMOVEMENT I 12100 12:15 I 12:30 I 12 45 ~
Im I Itrk ~ (hk ~a Itfk OTAL
f 1 I I ~
Essbound Thmuqti I I I I I I I I
~ht t I 351 AIb; 431 IiS 4D) ~ 291 141
Z;~Qi,p'Gn3`~
TIC,,rucka ~I 0.OOI I O.OOI I 0.00 0.00 0
Westbound ThtouQh I I I I ( I i I 0
~ I I I I I I I I 0
Mf kG3P~, ~ ~fv,,,?~ 1 1-
PdTn~ ~ ERRI ~I EARI ERR I ERR ~ERR
I I I I I I I
Nathbound Throuyh I 931 I 1181 I 921 I 901 993
~M ` I I I I I i I 1 0
Pct Ttudce 0.00 0.00 0.00 0.00 Q~
edt I I I I I 1 I I d
Sotdhboun-c Throuph I 881 I 131 I 751 1 741 320
RI M I 01 I 01 1 1
Pct Tnrdks F 0001 0.001 0.00 0.00 0
I I I I I I I
Total Imersectiai Volume 2281 01 2341 01 2071 af 1841 02f4
InteaectbnPctTn,cke I ( 0.001 I 0001 I 0.001 I 0001. ~
P H.F - 0.8189
r r r r r r~ r r~ w~ ~r rr r~ ~~r w~ w~~r
PROJECT, HOME DEP07
JOB N0. V
IN7ERSECTIOM: FANCHER(MAIN DWY
DA7E OP COUNT: MAY 23,1898
TRAff{C COUNT REDUCTIOAI WORK9HEET PM PEAK HOURS
~ 15 Nllnurta Perbd Beginning IM ~
APPROACdMOVEMENT I 12:00 I 12J5 I 12:30 I 12 45 I 1.00 I 1'15 I 130 ~ 1:15 I 1:00 I 215 I 2 30 I 2:45
~+ss (trk ss trk
(lett Inass131ft I a~~ ~AtTk I Ityk l 21Ihk lpass 121 Ihk Ipass l91 Itrk Ipass ~Ihk Npass ~hk 'poss 121 Ilrk 181
( f f ~ ~
Eastbound Throu4h I I I I I I I 1 I I I I I I I I I I I I I I I I
R~' Rt I 311 I 191 I 731 I 181 I 281 ~ 141 I 141 I 171 1 211 I 191 I 111 I 311
~x ,r"~rs~ 1W;;S :a,qx
~Pct Tnidta I, ( 0 00~ 0.001 I 0.001 0 00 ~ 0.001 ~ 0.00 I 0,001 I 0.00 0 OD I 0 001 I O,OOI 0 OU
j'e~t I t f I I I I I I 1 I I ~ I I ~ 1 I 1 i I I
westbound Through I I I 1 I 1 ~ I ~ I I 1 I I I I I i I I 1 I I I
' R~ifi! I I I I I I I I I I, I ~ I I I I I I I I I 1~I
s u
` snas.ol. , y01;~.x~ A1~;,p ~li>~~, as~~"~~~ ~~~«,.0 ~xv :il~. , , 0~,~,. ~,,1.~;'.., 4E~,~•,0 '8 .~0#'~ ~ D~;~ ;OI;", ~01~,<`~s~0 c~~ D a„ «~0
PdTn►6M~ dca ~y~ J ERRI I 60.00~ ERR ERRI ERR{ I ERR~ ERRI ) EARI J ERR ERRI ~ ERR) I ERR
L-eft I ~51 I 861 I 1 ~ I 561 I ~I I b27 I s(1 I 50l 1 I ~►I
NoAhbowud Throuqh 1 381 1 50~ I ~I I 341 l 111 I 471 I 131 I 531 1 321 I 411 I 311 I 951
~ht I ~ I 1~ I I l I I I 1 I I I I I I I I 1 1 I ~
85
~ o~'~~; ~ %H;•3,~s,L~~~'`~91~ZZ~',:•`~0~?.~.t0,~~~~~>«~s'~w <t~'a~ x.:4i~~~,~'>01~~#8517`N:aFFBk>4`~£gt1;>~;01-~'~,E~{ ~:<d.~~, ~
IPd Tnkla I 1 0.00~ 0 ODg~ 0.000 0 001 I 0.001 I 0 00~ 0.00 ~ I 0.00~ I 0 00, I O.OOI; 0.001 0 00
~t I 1 I I ! t I 1 I ~ I i I I 1 I I I I I I I I I
soutnbou Throuyh I 671 I 511 I 471 I 561 I 531 I 431 ( 551 l 391 ~ 541 ( 121 ( 441 ( sol
I 191 I 111 I 211 ~ 241 I 161 ( 181 I 91 I 281 141 I 241 I 161 I 171
, ~ r a ~ ' N`t' "~^i w• t> iy. ~``2~t?; rax, j,~r tVZfa~~ y~{ N,w , ` ~ ~ " : t ~'f~"q
.,dz hi
Pd TnrdtsD' 0.01 0.00) 0.~ 0.00 0.00~ ,.O.ODI I 0,00 0 ~ 0.001 ' 0001 ~ 0.00 0 00
l I I I I I I I I I I I I I I 1 I I I I I I I
Totellrytersedfon Volumel 2211 01 2081 01 1981 01 2061 01 2091 01 1801 Of 1871 01 2101 01 181I 01 1881 01 1821 OI 2141 0
Interxction Pct Tnidts I I 0.001 I 0.00) I 0 001 I 0.001 I 0.001 I 0.001 I 0 001 I 0 001 I 0.001 I 0.001 I 0 001 I 0.00
Inhfaection Tatal ~Pct IMarsectlon T~Pd
One Hour Volumos Truclcs Orn Hour Vdu Trucks
12,00 1 8301 0,000 115 I 7781 0.000
1215 I 8181 0000 1'30 I 7181 O.Q00
1230 I 8021 0000 1'45 I 7611 0.000
1145 I 8011 0 000 2.00 I 7651 0.000
I I
1;00 I 80610.000
C
PROJECT: HOME OEPOT
NTERSECTION• FANCHERlMAINOWY
DATE OF OOUNT: MAY 23,1998 n~
PM PEAK 140UR BREAKDOWN ~
12:45
APPROACIMOVEMENT~12-00 I ~12:15 ~12:30 ~ b1c OTAI
b1c ~oess Uk trN
Eastbound n+rouqh I I I I ( I ( I
R '1: I 31~ I 191 I 231 I 181 91
0
Pc1 Tnrdcs 0.00 0.00 0.00 0001
ett I I I I I I I I
Wadbaind Tlvou4h I I I I I I I I , 0
R hi I I I I I I I J o
~ , ~
Pct Tnxics i E~~ ~j ERRI ERR~ ERR ERR
Nort~oun8 Thra,ph I 361 1 5U) I 321 1 3~1 152 ~
RI I I I V I I I I o ~
.,,'~y ' • ;>x~,'~~?t~`?4~&~'~,, p~,~;;;s~ ;t ~:~s„ nar.~,~
Pd Tlucks 0.00 0001 0.00 0.00 0
e11 I I t I 1 1 I I a
Southbourw Throuph I 671 I 521 , 471 , 561 271
Ri 191 i t l I 211 1 241 75
" ; i; i~'r~; 0~ 000 ' ,~<i:~. 'y~~;;`~.
Pct Trudcs 0 00 0.00 0
a,-
Totai Irtersoction Volume ~ 2211 ol zosl o{ issl al 2051 o'
IntQnmudwn Pct Tnicka I I 0 001 I 0 001 I 0.001 I 0 00
P.H,F a 0,8369
PROJECT' HOME DEPOT
JOB N0. C/ \
INrERSECTION. SPRAGUEIHAVAAIA
DATE Of CWNT: MAY 23,1998 1~
~TRAFFl~-~OUNT REDUCTION WORK6HEET PM PB4K kOURS
. ` .
,,,'154Anut`e PbrfodBogin!tW,,~
APPROACIMOVEMENTI 12:00 f2: 12.30 V" '.1215 'I " U00 ~ 1.15 M 1:30 I 145 I 2-00 I 2:15 I 2:30 I 2•45
Ihk Uk trC trk trk IUk ss Mt
ss pk ' GIc• trk f trk.. L22
~ ~ i~ ~ .t~t r . 1 ~ ~ ~ I 8 ~tUl ~ tlEd6tbowM Thttw4h I 1721 i 161 `h': 'I 181 r •1881 f.f 1 I 182I I 193 I 1841 1 1741 I 19Ui I 1931
R;QM I, 191 5 19 18 ~ 10 f 1 131 I 9 I 11 I 141 I 101 121
a . 1 '•3' ~ .M' X. • J '-:y,'
~
Pd Tn~dcs 0, 0 0 00 . tl 00 ~0. 0 00~ 0 001 ~ O.OOI J 0,00~ ~ 0 001 0 00 I 0.00
I ~ . s I' ' 33 1 I I I I 1'~I I ~I
Weslbamd Throuph I 1681 87 1451 ' I 1481~ I 1611: 1391 I 1571 1 1341 1 1801 I 1551 I 1681 I 1981
R At I 12' 21 ' 17 12l • 241 131 I 181 I 101 I 101 I 81 I 81 I 17
;I ~
I V
1 ~ 0.00
P t t T n► c k a 0. t 0. - 0.00 ° 0 00 . 0.00~z~ 0.00 0 001 0.00 0.00 ~e ~ 0.00~ 00(
1 81 I ?2_ I 171 1 I 81 I i I 121 I 141 I 181
I 1B1 I 311
~ 931 I 361 191 I 351 I 281 I 261 , 151
Nalhbound Thragh I 381 32 1 531 I 141
'g4 A ' .37 ' 211 , 25 284 4 391 I, 271 I 49 I 281 I 321~ 381
R~' M I 4BI
S:~;;:;;
p
0.00 0 001 O.OOi ~ 0.001 161 0001 ~ 0,00
, .00 0 00 0,00 0.00 0.001
Pc1 Tnxlcsn, I 0
OCI
~ , I ~I ~ ~ I 151 I ~
Southbounc r6wgn I asl sol I»I ~ I ~el ''I n, sal I iel I 241 I 201 I ~41 I zol I 241
R ht I 121 ~ 34I 191 I 101~k 13 r' 81 I 171 I 101 I 51 I BI Ir 91 tw, I 71
~ ~ , ~ ~ibf.fs~~~'Ja
Pd Tnrdca 0.00 h~ 0.00 0.00 0.00 ~0 00 U.00 0 00 0 00 0.00 t O.OU 0 00 0 OQ
! I I ~ I I I 'I ~ ' I I I I I I I I I I I I I
Totallntersedfon Vdumel 5551 l 8021 0I 5A31 01 5351 01 810 4691 01 5141 01 4881 01 499) 0) 465' 01 5151 01 5851 0
Intersection Pd Truds 0 I 0.001 I a.0o) I 0.001 0. I 0 0o I I 0 001 I 0 001 ( 0 OOC I 0 D01 ( 0 00) I 0.00
IMwsedion Total IPct Ir~waeetian TatdPct
One Hour Volum~ Trucks One Hour VoAurATrucks
12.00 I 22751 0.000 1-15 I 1869, 0.000
12' 15 I 22301 0 000 130 I 18661 0.000
12 30 I 20961 0 000 1:45 I 19671 0.000
12'45 I 20271 0000 2:00 I 20641 0,000
1:00 l lseol oDOO ► I I
PROJECT: HOME DEPOT
JOB N0.
IN7ER&ECTION. SPRAGUElHAVI114A
DATE OF COUNT: MAY 23,1898
UrY rl~
WN PfAK HOUR BREAKWWN C
~
APPROACqMOVEMENT I 12'00 I 1215 I 12•30 I 12:45 k ~
Im loass Itrk Inns% ltfk tyk Inns& i I* orru
Essmaund Through I 1721 I 1811 I 1841 I 1881 705 ~
RIpRt I 131 1 51 1 181 I 181 54 .
R..M~
<~A 4#& 31;t
Pd Tnickan I 231 0 00 y 0001 6001 2 n„ 0.00L 01
Wosffiound Throuph I 1661 I 1671 l 1451 I 1481 628
RNht I 121 I 2+~ I 171 I txl 62 .
g'f.K%•` ~„i~~i~ 3~' ~,3~~ I ~`e "
1
21 PdYfl~Ck4 I 0~ Q.OI ` 0
blf
Natnbausd ThrougA I 361 I 321 1 531 I 391 154
RWM I 481 1 401 I 371 I 24 l 147
.,,y a'+ (~`.^3 .i~f~Q e, ~ty~{ C nv~+:LY.f `i,',',,.s l~"~•: W~1
ht 7nuks D.00 0 .001 0.00 O.UO 0
art I 1 1 I 7iI
soirthbou ThrouQA I 351 I 601 ( 911 I 181 144
R hl I 12I 34 ( 181_ ~ 10175
. , w ~x;
Pci Tnrdcs 0.00 0.00 ~ 0.00 1 0.00
! I I I I I Total lirtersxtion Vnlume 1 5551 01 6021 OI 5831 01 535t 4:42Vt
Imarsedion Pd Tnidka I I 0.001 I 0.001 I 0.001 I 0•000 ~
P H.F. a 0.9448
25
F~ :54~"45~~1
FAS~ T~' ~ .
1
~ ~ .
O ~
~ r
g o ~
~
Q z•• ~ .
r
i
O S ~
p ~
I v n R
%a
' + 6
O ~
= a ~ O
~r •
g 4 ,
d
h ~ ~ •
Q ~ r •
~ ~ - s ► ¢
a 6~ ~ r 1 ~
, ~ o $ o
o Q ~ ~o
a w i~~ gr ~ ~ ~r
. d
49 f~ • . ~ a a o
~ a, ~ = ~ ~ ~ ~ .•~~O' ~ ~
` ~r► ~ ~ r ~ ~ ~ $ ~
vp ~ ar ~ ~ A'
• ~
~
r ~ •
'tr
~ ~ ~ p008
~ -98 05:26PM
~ . p5-25
~56 01
1509 5-2
~
R~96% '
~
PROJECT. HOME DEPOT
JOB NO y
INTERSECTION: SPRAGUF1FANCNER
OATE OF COUNT: MAY 18,1998
TRAFFIC CAUNT REOUCTION WORKSHEET PM PEAK HOURS
~ 15 Minute Perbd BepMnlrjLp 1
APPROACBMOVEMENT 1 11'00 1 1215 I 12 30 1 12:45 I 100 I 1;15 I 1:30 I 1;45 I 2:00 I 2'15 I 2'30 I 2'45
~ss It~k ass trk oasg It►k IUk pass bk Itrk oess Mc ss IUk ss IUk Itrk s Ihk
Le1t ~ 311 ~ ~ ~ 4bl ~2~1 2~ ~251 ~ 41~ ~ 401 ~ 331 ~371 ~f s53hk
Eastbound TAmuph I 1481 i 1951 I 7131 I 1651 1791 I 1161 I 1741 I 1691 I 1481 I 1781 I 1611 I 1T41
RI~,M ~ 71 I 111 I 101 I 71 1 81 I 41 ~ 151 I el I 71 I 71 I AI
t '1 ~ ~ : ~r x < `3; < a: rcte's E'", 3',r>;; r ,~t~ " f ,ry ~n r 6' E ~ ~it, tta t3,i" ~'D'f ~J+L i~' F>~8x
~itt~i%s1ks~1H7("}.%ifO~s,..~84~:' ,<~~BI';#•,€~F~a.:~0i1#.a~~„~itl~'~2'~~ih~< p ~4lOF~'~,<~:"">~tftl~~•x,~~t.,-.2?~41>t~a, G1' ~iQG".; 81~%~113~.~~, 01;«i~02i~':->01~~1d$~S.~.A
13~ 0.001 ) 0.001 J OOOi ~ 0.001 I O.OOi I 0.001 tll 000
PclTnrcks I I OODI 1 0,00 J 0.001 1 0.001 ~ 0.001
1 I I ~I b~ d~ ~a~ ff
Westbound Throuqh 1 1871 I 1881 I 1601 I 1811 I 1601 I 1871 I 169I I 1841 I 1741 I 1871 I 1671 I 1831
R!pht I 491 i 561 I 681 I Btl I ssl I 581 I 461 I 991 I 501 I 641. I 531 1 esl
(A'~".~ti6td~:1~"'~i91~~u~'z0 ~f:+Olw~,3~it~`+~~4E'~~~511.~'~LI'~,'lNtllte"^,~' ' +a~%• 131lE m" Q~"~:~`^',•'OlR>'~~~Iid'sg#i's:~" ,^3 <~;stli<~'`:'~4f.9ti ~fi2s1
Pct7rucks i i 0.001 1+ O.ODi tl O,OOi ~ 000 0,00 0.001 ,I 000 0001 I O.OOi 1~ O.OOi 1 000
Left ~ , a}
Northbound ThrouQh l 01 I 11 { 11 I 51 I 31 1 21 I 01 I 01 I 11 1 I 21 I 01
R' M I 41 I 71 I 61 I 91 I 71 I el I 21 1 ol I 51 I 51, I 111 ~ 31
A",' y:7~7 .:a~7 : +a : e if~t; A<~ y~<,f ht ' ~y 2~ ~ ;A ~G>»,A1~ R ~ >~1 w1 + „v~~}o~ ~ `Y t~t ~~M♦ S~vy~
7~~~fit:.TkaiNf. ~SQId4;~t9~:~1~~^v'.Yfx~~7RYi»s'~ + Y+.~~+'P<i ~fl,n y ~~'B/~ Kftn~rlM'
Pet Tnulcs I . 0.001 0.00 0.001 0 001 0 00 0 001 0 00 0.001 I D 00~ I 0.00 0.001 0,00
I ~ I ~ I ry~ I ~ 1 4~ I 40 I V 391 I ~ I ~I ~ I 391
Southboun Throuph 1 321 I 311 Y11 I 241 I 351 I 371 I 22- I 2B1 I 191 I 231 I 301 I 211
R ht 1 101, I 43 901 I 35, I 441 I 401 391 I 511 I 311 I 341 I 371 I 37{1
sShHin,
o.ool I o.oo~ o oo~ o 00 0.00~11 1 000 0.00o ool 1 0.001 i oao
Pa rticks i 0.00 0.001
! ► I ~ ~ I ~ ~ ~ l ~ ~ ~ ► ~ ~ ~ I ~ ~ ~ ~ ~
0! 8011 01 5621 01 5911 01 5291 01 5931 oi 5661 01 57e1 0
Total Intersection Volume I 5811 01 6361 01 6121 01 5421 01 5881 ,
Irte~ectfon Pd Trucks I 1 0 001 I O.W I I 0.001 I 0 001 I 00o 1 I 0.001 I OA01 I 0 001 I 0.001 I 0 001 I 0,001 I 0 00
Intarsecfbn Tolal IPd I~eieectbn T~Pd
One No~ Volumes Trucks Orw Hour Vdu Ttucka
12:00 I 23511 0000 1:15 I 22831 0000 .
12:15 I 23791 0 000 1:30 I 22751 0 000
12:30 I 23441 0 000 1:45 I 22791 0 QOD
12:45 I 12941 0 000 2:00 I 22881 0.000
1:00 I 23431 0.000 I I
PROJECT; HOME DEPOT
JOB NO
INTERSECTION. SPRAGUEIFANCHER
D0.TE OF COUNT: MAY 16,1898
PM PEAK HOUR BREAKDOWN y,1 ~ Q ~ ►~~j
APPROACIMOVEMENT I 1215 I 12:30 I 12:45 I 1:00 1 A
LM rss4trk Ioacs IGk ase.- Uk ~trk ILTOTAL C"
Eestbound Throuqh I 1951 I 2231 I 1651 I 17B I '1
~
~M l 111 k 101 ~ 101 I 71
R
' , ~i;? ~~'""'yG ~H:. ,.:.~?`y', p`° '
P d TIUCkD 0~ 0,0ol 1 0,00
lelt , I t I 81 f 141 I ~
woseouna rnrougn ~jssi ~1601 1 1641 I1601 673
ftnc t~5e1 ss~ I 611 ~ ss,W 242
Pd Tfutks 0 D~DI N V 0 OOI 0 00 0.~ 01~0
I
Morthbound ThrouQh I 11 ( tl I 51 ( 31 I 10
R' ht I 71 I 61 I 31 I 71 I 23
yt q,"r,~,• .,~r»< ay~`r~ 43iw~~~~',~y''",, '~Ty,"'~~~^y w?~iis~~'
0.00 0
Pcl TnocAS 0.00 0001 0001
I ml I I Jtl I
Southboue Throuph 1 311 I 241 I 211 I 351 112
R M l 431 I 301 I 351 I 441 152
Pct Tnxb 0.00 0.00 0 OD 0 00 0
! 1 I I I I t I
Total Interaectlon Volurtw I 6381 OI 8121 01 5421 01 5991 0'r% IMasecGon Pd Trudka 1 I 0.001 I 0.001 I 0.001 I 0.00l
P.N F. e 0.8351
PROJECT. HOME OEPOT
JOB N0.
INTERSECTION SPRAGUFIHOWE
DATE OF COUNT MAY 16,1998 , I
• TRAFFIC COUN7 REDUCTION WORKSHEET PM PE HOURS
I 15 Mlnute Pertodaeqln..n.,in Rt + I
APPROACIMOVEMENTI 12:00 12'15 I 12:30 I 1245 I 1~00 1;15 ( 130 I 145 I 2-00 I 2'15 I 2:30 I 2:45
Le1t ss Itrk ~s Ifrk ~Pess Ilrk rss Ikk w3ss Itrk
I ass ILk pess Itrk 11- IMk ~pass Ih1c ~ Itrk Itrk ~Pass Ihk
~ I I' • 1 I I { I I I ~ I I I I I ~ I
Eastbaund Thrauph I I 1 1 r' I I I I I I I I I I I ~ I I I I I I
R ht I tl 61 o 31 I 21 I 71 51 I dl I 21 I 51 I el I 41 I el
.w ~r+~ i.~~,4i~:;~~~j~;~~;, ~.~sa ;~~~r~~~.ct,►,~~~~~s3~o~~;x~~r}x~~~ ~~~,6~ ::'~<o~- ~~k►.~~~~:,,^~~r~s.,~;€ot. ~s~.~~ f.at,;~ 41~,.~~>ai.>~
Pct Trucks 1 0 001' 0. 0.001 0.00 0 001 ~ 0 001 0001 t 0 001 I 0 001 I 0 001_ 0 00
e I ~ ~ ~ I 2~ 1 11 I 1"I I ~ I ~I I ~I 1 til I ~
Wasibound Thra~h I I ~ ' J! I 1' I I I I I I I I I I I f I I I I I
Rr~ht ~ I ,I,~ ~ ( I I I 1 I f I 1~ I I N ~ I I I
[ApP;r~fuFil:~~c•3~A1M*~~"~ ~i ~ ~1 "1k•.sr!?I~~I~c4Ed' z~<~i~'x'~~I ~ ~°'.'~Q ~ ~"~~%s01ti'~;;~ !Is'~i~:A p~W01~;; ~3~~%~?t~•~8?;d E'
~
Pct Trucks I ~ 0.00 0 00~ 0.001 0 00 y~ 0001 ~ 0 00 0.001 1 0 001 ~ 0 001 I 0 001
'Ldt I ( 21, I 11 I 2~ 51 I ( 2 I t I I 11 I 41 1 01~
Northbound Throuah I I ' I I I I -I I I I I I I I I I I I I I f
REg;ht I 121 5 Y/. I+ 51 )y.p AI r7♦1 I SI +y 31 AI 31yC I 41 I 51 I 41 w~ a/BI MY yTt '
~'T'aa~X~ t~ iL;~~O MI~~ "d.i✓~~~iY.;\C. <M<iv~YriviY~rOi~'~l~>`~'iiYA~~~1~~~SF .t~~~~~7~Y'k~'Y~1!l~Y~ ~CS~~~~~ure,~~'i`N~~h:tio~>~`0.iY~~~~''(tJ~'~~~v)~~1AF.rH.$'~;~i:t.^r/Viim,`','<<`~I{SY1':Y''Na~ ~d)~ti/~;
Pc1Tnu~ks I ~1 000 oaol ~ o.oo I oool 1 00o I o.ao~ o.ool I oool I 0.001 ~ 0,001 I oool 1 0.00
~ t ~ ~ ~ ~ ~ ~ ~ ~ I ► ~ ~ ~ ~ I ~ ~ ~ ~
Southboun Through I I I I ~ I I I I I I I I I I l I I I I I I I
R hi I I, I I I I I I I I i I I I I I I I
s~,~',~ f~. f ? ~S✓ a ~x uf,y >A a ~4~~~, n v A r„e;, q rn. ww~~ .tr' a fR 2Y3 K. " to'
~:..''y i~~ `:...<I..o"".o: 8~,.~~a+tt~ ~ na'1 ~~5.2~5 ~
Pd Trucka ERR ERR ERR ERR rERR ERR ERR I ERR ERR i ERR I ERR ERR
! 1 I I I I I I~ I I ( I I ( I I I I I 1 I I I
7otal IntersecUon Vofume 1 221 151 01 ,111 01 121 01 131 0 161 01 101 01 121 01 141 01 161 01 201 01 221 0
IntersacGon Pd Truck6 I I 0 QO,J I 0 D01 I 0.001 I 0.001 I 0.00 I 0 001 I 0.001 I 0 001 f 0.061 I 0 001 I O,OOI I 0,00
Intersecdon Total IPd IMelsecfkn T~Pd
One Hour Vdumes Tnkks One Haa Volu TNCke
12 00 I 601 0.000 1;15 I 521 0.000
1215 I 511 0 000 130 ~ 521 0 000
12'30 I 511 0 000 1•45 821 0.000
12:45 I 511 0 000 2.00 I 721 0.000
1100 I 5t I 0000
1 I
PROJECT. HOME DEP41
JOB N0, (1 , 1 CG'~~ ~
INTERSEC?!ON SPRAGUEIIiO11UE
DATE OF CAUNT MAY 16,1996
PM PEAK HOUR BREAKDOWN
APPROACYMOVEMENT I 2A0 I 2:15 I 2:30 I 2:45 I
6 ~m Itrk ~as6 ~GN rss ~hk ~ ~trk FTOTAL
Easibound ThrouQh
R jit ~ 5~ ~ 81 I 4~ ~ 9
Pct Trucks I 0001 0.00 0 00 , 0 00 0
I I I I 6
Weatbound Through I I ( I I I { I 0 f
Right I I N 11 I I I I 0 :r'
IA&
Pct TNCkS 0.00 0,00I ~ O 00 V~ O 0c) O ~
I I {I I 47 I v~ ;S.
NoAhboundThraph I ~ 1 I I 1 I I ~ 0 ~ ~
R.~I M I 51 ~ 41 1 61 I 71 22 ;
o,oo o ~ ~
Pa Tnwks 0001 ~ o 0,001
I I I I I I I I
3outhboun Through I I I I ( I I I I 0 ~
- D
?8 ~ PdTnicks ERR~ I ERRI ERR ERRI ERR
I I I I I I I
Tatal lntersection Volume { 141 01 161 01 201 01 221 01%.~ n>TzI
Inteisoction Pd Tnrdcs I I 0 001 I 0.001 I 0.001 I 0,001
P.H F. - O.8182
PROJECT: NOME DEPOT ~
JOB NO v
INTERSECTION. SPRAGUFJMcKItINON
DATE OF COUNT; MAY 18,1998 ` ~ ~
I~--MTRAF""FIC COUNT REDUCTION WORKS}IEET PM P K HOURS
M ( IS Minute Wdod Boplnnlnp g! I I
APPROACIMOVEMENT I 11;00 1 1215 I 12:30 I 12.45 I 1:00 I 1.15 I 130 1 1-45 I 2'00 I 2:15 I 2:30 I 2.45
lak Itrk aase Itrk Itrk poss Ibk sa IUfc dh ss Itrk ss IMc ass Itr~c s Idx IGic
~I ► ~ I ~'I I ~'i r I r ~ ~ ~ ~
Eeslbound Thlouph I I I I I I I I I 1 I I l I I I I 1 I I I i
R t 1 61 6• 101 I 21 I 81 91 I 31 I 51 I 121 I 41 I 91 I 51
;.~I:oviI~>%~'/0Ir'r~'" BfcY~'n`s' i?➢ : n ~:~€~311~~'~;~' ncm;#~.bl":~%~;EO! "io1~i:~ y'f.'~1;" 8'si'4t.~~~>r~IKi~~'%~9~:~?:'~ QI'%~';~;li►"s;.~'sI0
Ob
Pd Ttucl~ I 0 ' 0.001 0.001 0 0,00 0 01 0.001 0 001 I 0 001 0 001 I 0.00
ItA I ~ ~ I ~ I ~ I ~ I ~I I ~ I iD~
I I I I I I I I I I I I I I I I I I I I
Westbound 7hrauph
~ I I I I I I ~ I I I ~ I 1 I I I I ti { I
fthi
~~,3i~, '~;,y~ Ytif.`~1;IE>" ,s"n> afll-3' i 'Oi':%'~"'~46;;x„-s~ll~~ `~~I °'~~Ot.~~.t~::s6t~,.,,;•~lE~ `~Itlfi`,'~~w0
PdTnieks i ~ 0.06 ~ O.OOi ~I 0.00' 11
000 21 0.00, ~ 000' 41 0.001 OwI 31 OOOI ~ 0.001 21 O.OD
F0720401,
ff
Northbound Throuph I ~ ' I I I I I I I I I I I I I I I I I I I I I
R ht I 71 9r I 1/1 1 171 I 91 151 I 211 I 111 I 161 I 131 I 71 I 81
'1SbhY1%:~~F.: •s"~~"."c1iccsi sv~`'' ~`t="~z's4ku3~?xlrt~,.~'Fs~.~ ';>~~l6FS~i"~> .s!&~•%3~s2~I"•„~`,•4lt~"' ;;>,C~~'.F;~6~ ;ta~'~ r~r'3J1l1~"'
Pd Trucks I I 0,00 a.00 ~ 0.00r 1 6001 ~ 0. I 0.001 I 0.001 I 0,001 I 0.001 I 0.001 I a 00r r 0 00
I I I I I 1 t I 1 I I I I ( I I I I I I I I I
Southboun ThroWh I I I I I I I I I I I I I I I 1 I I I I I
R M I I 1 , I I I I I I I I I I I I I ( I I
$04' ~ , ~m z `~r•. >G r ~;ss r ~ ~ ~Fs~3~ . r.. sF
;$~~.<~;,r
Pd Tiucks ERR ERR O ERFtI ERRI ER £R I R ~A ERRJ I ERRI I ERRT ERR ERR T ERR
I r I I I I s I I I I I 1 I I I I I I I I I
Totel Iritetwc4on Voluttw ( 231 281 0, 401 • 01 301 01 251 0 361 01 361 01 321 01 391 01 131 01 221 01 251 0
Intereectlon Pd Trudia l I 0~ I 0.001 1 0.001 0 00 I 0,001 I 0.001 I 0 001 I 0.001 I 0.001 ( 0.001 I 0 00
Inteisxdon Total ~Pct IMer~ctbn Tat~Pet
Ona Hour Vdumes Trucks Ore Hour VolundTn+ds
12-00 I 1221 0 000 1 15 I 1431 0.000
1215 I 1241 0 000 1:30 I 1301 0.000
12;30 I 1311 0.000 1:45 1161 0.000
12 45 I 1271 0.000 2:00 ~ 1091 0.000
1:0o I 129I 0.000I I
~I
PROJECT, HWAE DEPOT
JOB N0. •
INTERSECTION SPRAGUEJMcKINNON
QATE OF COUNT: MAY 18,1998
PIA PEAK MOUR BREAKDOWN
APPROACNMOVEMENT ( 1•15 I 1:30 I 1:45 I 2 00 ~
~ pa~ ~trk ~ I~ ~ I~ ~ Itrk OTAI
Eastbound Throype I I I I I I I I
R ht I 6) k I 31 51 I 121
tTNdce ~ 0 00~ 0.00 0.00 ~ 0.00 0
I 111 I gl I 1' I 91
wnwouria mwoWh i
~nt ~ ~ I I I I i I o
~~'~s~~ n:`ss'~:c ~
Pd Tacks ~ 0.061 ~ 0.00 0.00 ~ 0.00 OJ
Left I I A I ff
Nathbound Throuph I I I I I I I I o
ftht I 15I I 211 I 111 I 181 83
~S: a~ ;•"yk"; 4:}3G.`a,i ~ rttC~ '~v.a~ia~ au^
Pd Truda 0.001 0,00 ~ 0.00~ 0.00 leh I I I I I I I I ~ 0
Soulhboun Throuqh I I I I I I I I I a
Riht I I I ( I I a
&A"
Pct Tnxks` ~ ERR ERR ERR ERRi ERR
I I I I I , I
Total IMersedbn Uolume 361 01 361 01 321 01 391 0L-R%'~
Intersactlon Pd Trucks I I 0 001 ( 0001 I 0 WI ( 0.001
P.H.F. s 0 9167
PROJECT• HOME DEPOT
JOB N0. ~
INTERSECTION; CARNAHANlEAGLE WEST DWY
DATE OF CAUNT: MAY 16,1898 '
7RAFFIC COUNT REDUCTION WORKSHEET PM PEAK HOURS ,
I 15 Mtnute Pabd Be inni ~
APPROACIMOVEMENT 1 11'00 I 12'15 I 12.30 12 45 I 1'00 I 1:15 I 1'30 I 145 I 2:00 I 2-15 I 2;30 I 2 45
~ lpass itrk I Itrk ~ ItFk ss Itrk tnims Itfk ~gs Itrk lnass Itrk ss Itrk ass Itrk ~ss itrk ~pess itrk In- itrk
f f f
Eastbound ThrouQh I I I I I I , I I I I I I I I I I I I I I I I I
ftM I L I I I I 1 I I I I I I I I I I I ~ I I I
{ °~'fi►t~t•' ~~nss~Gi~s>t~:~Gl,~,~'~Q
Pd~ ERR ERRI ERRI ERRI I ERRI ERRI ERRI ~ERRI I ERR I ERR
Tacb ~ ERRI ERRe:
~ n
Wostbound Thrmgh I I I I I I r I I I I I I r I I I I I I I I I I
ftht I 111 12 I 151 I 161 I 181 I 161 I 161 I 141 I 11I I 18i 151 I 151
A~„~w"kT6~ld~„'.I.~,~i81~`~i,`•`:0 :,a% lw,`~sK~~ ~;~~;0lK'7.~: '~Ii~;O w~<>;:Oliti~3~=+~s:s~`0 ~a~•,'s~f~:u~`< °ii~9-~'~3:Ci~.k`s;~~l •rirQ11T '~ZtK-ii<~Q
Pct TNdcs I I 0.001 0001 0.001 ~ 0001 1 0 001 0 06 ~ 0.06t 1 0.001 ~ 0 001 I 0.001 I 0 001 I 0.00
'Lurt I I I I I I I ~ I I I I I I I I I I I 1 I I I
NonhDound Throuqfi I I I I I I I I I I I I I I I I I I ~ I I I I I
ftnt~1 I 11~'''' 2 I 41 - I 01 I 31 I 31 I 21 I 11 I 31 , 01 I 31 I 31
t U{il# > .c > 1^t~J~~~O ~s"n > ~ ~2 ` r.~., v ~ rc`p`,,.n: .S'✓r.., y^i2 ~ ~~~,~n S ~.S ~k~' l''^ 1ip'? %~f
~A ,M:'s~^~Ql..;ss•'>Qtr,<~~ 'i`.~~•~.:. ~~~n: ~01>:'~;~71~, t> ";ea~„11~tx:.a:Alr";":~'d~:. m~Gt`~:~~ Qt~: i~'04~x>.~>! ~'z.,~
PctTnictq ~ 0.00 I O.OD 0.001 ) ERR` ~ O.OOI ~ 0.001 ~ 0i~1 00~ ~ OOOi J 0.001 I ERRi (OODI ~ 000
I I
ia~ ~~7 fj• ~sSouthboan Thra{qh I I I I ~ I I I I I I I I I l I I I I I I I I I
Ri 1 I I I ~ I I I I I I I I I I I I >~~~I<,~ tI I I I
, f~ st. 34<?i~ ~L a+•' E F„3 s> xa. 3~~~•:3 R{tc~' ~6°'~M ?~`att% ;~?41'%::.~H.~
~ ' •~O ~ ' ;>~~t .~'~'~0 ~,~.y;~ ' ~C.
~ rn~ M.~0.001 0 00 i>r, 0.00 0.00 0 oof" o.ao 0.001 1 0001 0.0o T o.ool '1 00011 0.00
Totallntersectbn Votume~ 401 UI 371 01 021 01 301 01 561 01 161 Ol 351 01 991 01 931 01 391 01 441 01 381 0
IMeraeetbn Pd Tnuclcs I I 0.001 I 0.001 I 0.001 I 0 OOI ~ 0 OQl I Q OOl I 0.001 { 0.001 I 0.001 I 0 OOI I 0 001 I 0.00
Intersecdon Totel {Pd IntorsecUon T~Pd One Hour Volumes ~Tmcks One Hour Vol Trucb
12'00 I 1491 0000 1,15 I 1531 0.000
12' 15 I 1651 0.000 1.30 I 1461 0.000
12'30 I 1711 0 000 1:45 I 1551 0000
12-45 I 187~ 0 000 2 00 I 1551 0 000
1-00 I 1761 0000 I I
PROJECT HOMEOEPOT
JOB NO
INTERSECTION- CARNAMANIEAGLE WEST ONV`/ •
OATE OF COUNT. MAY 18, 1998
PM PEAK HOUR 6REAKDOWN
APPROAGIMOVEMENTI 100 I 1:15 ( 1.30 I 145 1
~ ~pass Ihk ~ss ~kk ~cass itrk In299 jtrk 70TAL
f f f
Eestbound Thro5h I I I I I I I I
R M I I I I M I ~
D Y 'F~ ~ t°>~k:~ ;z's~ 0
Pd Tnu~cs ERR ERR ERR ERR ERR
eh I I 1 1 I &I 41
Westbound Throuph I I I 1 I I I I 9
RtgM I tsl I 161 I 161 I 141 62
;,L;,£m~ x'~mATi;w:.n Pct Truda ~ 0.00 0.00 0: o 00 0
I I I I I I I
Northbound ThrauqA I I I I I I I o
ftht I 31 I 31 I 21 , 11 S
'VM~A 2': • w ~5~~$ 3~;;~;~~
Pct Tivcks I O.OOI ' O.OOI I I O.OOI 1 0.00~ ~
Soulhbou Thrauph I I I I I I I I 0
R1M I I I 1 I I I I o
Pct Trucks /A 0001 ~ 0 001 ~ 0,00 0.00 0
I I I I I I I
TotallnterscdionVolume~ 561 01 481 01 351 01 381 0':i
Inteisectlon Pct Trucks I I 0.001 I 0.001 I 0.001 I 0.001 ~
P.H F. a 0.7857
PROJECT HOME DEPOi
JOB NO
INTERSEGTION SPRAGUFICARNiIHAN
DATE OF COUNT: MNY 18,1898
TRAFFIC COUNT REDUCTION WORKSHEET PM PEAK HOURS
I 15 AMnute Pabd Beginninn (a4 `
APPROACIMOVEMENT I 12.00 I 1215 I 12'30 12:45 I 1•00 I 1:15 I 130 I 1'45 I 2:00 ( 2*15 I 2 30 I 2 45
Ina as Ihk ss Itrk se Itric ss Ibk ~pess Itrk ess 11r1c
I ss (trk ss Itrk 53 IMt pasa ftrk caes Ibit ss IUk
La1t ~ I ~ I ~ I I I ~ I r I u I r I r I r I I I r I
Easibound Throtph I 1821 I 2491 I 2371 I 1891 I 2171 I 1171 I 2221 I 1991 I 1951 I 1811 I 1781 I 2041
lp-F 1 I 181 I 151 I 16 I 8) I .181 I 151 12 I 151 ' 91 I 81 I 161 I 11)
R f, ~ n L. F~~qNN1r tc ar" r n• .ca ~ i'~V twyn.
Tof11;' Ait' 4~~rs~'p01:>s~-Tliil? nxb ~ I 0 ODI J 0 001 0.001 I ~ 0 00~ ~ 0.001 ~ 0061 _ I 0.001 ~ D 00 ~ J 0.00~ 0.001 I 0.001 ~f 0 00
b'~ I Ir I I I I I I fa~ I ? I !r i A i ~'i i bry
, Weslbound Throuph I 2101 I 2291 I 2281 I 198) I 2161 I 2251 I 2151 1 2201 I 213 1 I 1941 I 1 8 8 1 1 2031
Ri h1 I I I I I 1 I I I I I I I I I l I I I
f,~:,~#i
Pd Tn+cka I i~" > ~tl N?~7~::°,~~"~E~,";:aN y r~~; q-;:::•a-b~~:~~li?'s,~:.'0 f~~'<i0."^'" 0.00
'~Q" ~.,'..•,Yc4st;a:1~'~Ztdk:~'a3~0
0
0 OD 0.00 0.001 0001 I 0 001 1 0 00 0 001 0,00~ 0.001 0.001 00
loR I ~ I I 1~ I 11 I dl I 81 I l 1~ I 81 I
►Ionl,eour~s Tnrougn I 1 I I ~ I I I I ~ I I ~ I 1 I I I I I I I I
Riyht I el I 81 I 111 I 91 I 181 I el I 121 I tAI I 101 I 131 I 121 I 141
t, ~ F L ~ ~ ~ F ,R~vY d Nul7 i :M~i ~.'~'+2L k.i»,'~ " 7+ 2 • tr. w>m y,~ :o4.w. ~~lnk hi, ~ >^~y je^, )aj.:*f.'11
• ' ~Tiflid"2b,',It ~,24E t~I~ ,~kl's . ~n9~;,.~`!t~'" Q'a~ i~ ~'>:k~l#~' ><A~.i~:~'{~wi:~ai7~!>~.s~9~~i~ ~,0!•aa~Y18 ;,~.,«>tQ[W , t
Pld Tnuka t i 0.001 I 0.061 1 o.aol I 0.001 ~ o.aol I 0.001 I 0.001 i 0.001 I oool I 0.001 I aaol 0.00
e I I I i I I I I I 1 I I I I I I I I I I I I I I
5outhboun Through I ~ ~ I I I I I ~ I I 1 I I I I I I I I I ~ I I
` 1 I2 ~;I?.ss wI I A r~ AI I I I I I I ,p.,AI'qnttFI ~1
R hi I ~Ai I I~~.2 Ip y~MppI I G AALLI I
!4
~~F?F~4ri+*i£3:Y..i`:~:~i~~i:rF.y~~%`~.~~~ ~~31`~:3%~'".,Z'~t~M ~5s54~ ~F~ 71`9i~~y
P dTn~cks i ERR ERR i ERR yl ERR ERR EKR ERR ERR EftR ^ ERR ERR ERR
I I I I I I I I I I I I I I I I ~ I I I I I
TofallMaroedica Votume~ 4421 01 5151 QI 5081 01 413) 01 4881 01 4781 01 4781 01 4741 01 4121 0~ 4231 01 4081 01 4481 0
iMeraeetlon Pd Tnicla I I 0.001 ( 0 001 I 0.001 I 0.001 I 0.001 1 0 001 I 0 001 I 0 001 I 0001 I 0.001 I O.OOI I D o0
' Intersecfion Tolal IPd I~arsection T~Pd
One HaQ Vdumes Tnucks One Hour Volu Trudro
1200 1 18781 0.000 1:15 I 18711 0.000 ~
12•15 I 16281 0000 1:70 I 18151 0 000
12:30 I 18901 0,000 1'45 I 11451 0.000
12.45 I 18571 0000 1'00 ~ 17171 0.000
1:00 I 191810.000
I I
PROJECT' HOME DEPOT
JOB N0. ~r
INTERSECTION: SPRAGUEfCAfiNAHAN 6, DATE Of COUNT: MAY 16,1896
PM PEAK HOUR BAEAKOOWN
APPROACIMOVEMENT I 12.15 I 12'70 I 12:45 I 1.00
~p°ss IGk ~pass IGk TOTAL ~
I ~pass I tik re IUk
f r ~
Eastbound ThrouQh I 2481 I 2371 I 1891 I 2271
~ht I 151 I 181 I 81 I 161 5 f
Ttucla,~ 0.00~ a.001, M I 0~ 0.00 z0
Westbound Throuph I 2261 I 2261 I iBBI ~ 2181 I 86t
RIpM I I I I I I I ~ I o
274
Pct Trucka I 0.00~ 0.001 O.OOI 0 00 0
Mwthbound Throuph I I I 1 I I I I ~ 0
Riyht I 81 I 111 I 91 I te{ I 48
. . , 3:. " d; `'v.t1
, 0.001 . Y~
Pd Ttudte 0 001 1 0.00 0.00 D
I 1 1 I I I I I I
5oulhboun Tluouph I I I I I I I I ~ 0
R~ ht I I 1 1 I I ~ I o
~ e~ jr'~tc" >s: • a;. n • ~
xv-
Pd Tnxle ERR ERR ERR ERR ERR
! I I I I I I I
Total lntarsectlon Votume I 5151 01 5091 01 4131 01 4891 0~
Irderaedion Pd TrucKs I I 0001 ( 0.001 I 0 00 I 0 00
P.N F s 0.935
War
iAGIJE/FJ1G1E WVYMD3PRApIJH ENiRY
JlY 31), 1906 ~ , _.W / ,
1RAF}!C OOUNT AEDUCIION YVORMEET PM FCURs
1sIAYrMa,_.~°~
~ }215 Q. » 12RF ;.AT46, F ',Jf:OD 1:10 1J0 1~5 2~D ~?16 I 2:15 '
` h1c hk lik ! IAc rk tfk ~ 4k Irt trk
L7 ` r' ^ v ~7 ~
t21r 82i% ISM
112 - v 31
~
zfi~
0,00 ` 0.~ 0 - p' 0 OAO 0 O.f!!0 0,90 0 0.00
, , . ~
0 1Jil .1811 166ill 183 1~) 1° - 01 1AD 11
1~D t~ 1 ~ 5 5. 1 4 1 4 1 2 9
-o.oo o.oo ao aoo o.oo o.oo aoo aoo o.ao
L 1
-AN+ ii ' it a ai 3 a
t +4 ~'lst la i Is Ie ~s o
. o.oo . oJoo -o.oa ro o.oo aoo om o.ao c.ao
~ • ii ! ~ ai ' 1~~A&II ~ t s s i o' ii 41
12 ,te 15,:I~ 21 U n e 15 16
p • 0 OAO 0.W ~ .
; I I I
~ a '~+1 o4eei oi s~ ~r a ren of ~ o. o, ~j ~mei o
oi~ ~ om a aAeI o" :00 " i oo - ~ I OAS
kft Iht neetla~+~T Pd ~
~Tr11da ~ 0~FIOIiVoR~ITns~a
1:15 1BOS m0
I'L S 4.0` Q
l2'5 0.000 1 { O~DOD -pg 1250 IM 0.000 1:46 IY~
OA00 2m Y50
r3do I -
oEPCT
IPRMlUEffl.AGlFOWYAIDSPRMUEEIRRY
WY 30,1888 .
PM PEAI(HOUR BREAKDOWN
1g~':30 1~/6 1:00 1:13
, ~ trk 6k TOTALI
!7h 2t ~ Ib 1021
29 yl 3Z ZS 117 •
~ ✓ .YY rY om~4 o.W ~.1/Y • 0
~ 1841 1ss1
51 15 ,
0.00 0
idim ~ 0:00 OAO
~
and
~ 0 31 21 2 7
ol oig
p, aa i~ ii ~ to , . ;
le
~
om o o.oo o • a ► ~ ~
.001 . . ~ ~ . . . • ~ ~I ~
~ I o.oc . . . . _ . . . _ . _i
o.001 iL. S!I o,oo ~rl o
P,H.F. a 0.4101 i
PROJECT HOME DEPOT
JOB NO
INTERSECTION: SPRAGUEIFANCt{ER
DATE OF CAUNT MAY 12,1898 r
TRAFFIC CAUNT REDUCTION WORKSHEET PN1 PEAK HOURS .
I 15 MlnqlO Perfod Benfnnlna A► k ~
I I M ~
APPRpACfiMOVEMENTI 400 I 4•15 1 4-9U I 445 I 5:00 ~ 5•15 ua 5:30 I 5•45
ss trt oass Itrk ~ss Itr1c 1c ass irk esa INc tilc ss Itrk oess Itrk 4casa Itrk Inass Ibk uass Itrk ss Ihk
~ 471 I' r(11 1 311 ~ 451 ~ 481 ~ 221 I 1 ~ I ~ I r I
Eeatbound Throupb I 1951 I 2141 I 1881 I 1681 I 2781 I 2291 2201 I 1581 I I I I I ( I I
~M I 11 I 101 11 I 7 1 141 I 51 51 I BI I I N I I I I I
,o t ^ < ~4 ~t•~ ; ~r > y$JG 3`~,t%/. a`;i; i t'"
: ~tttfl:~~l `~2i8It ~i '~01;"~oi2?~I' ~ _ ;ti~^~~~~~ »2G1 ~ ~3i~11•+~'~:J$6 ~,•~...Q! ri' 1611, t 4~) ~<;.C1's.oh389~r r. ~~~v~''r ~~t''%;~
PdTrucb I I 000) ..0.00 0,001 ~ 0.001 OODI O.D; ~ 0.001 0.001 ~ ERRI 1 ERRI I ERRI I ERR
I ~I I I 81 1 ~ I ~ 91 I ~ I I I I I I I I
Weslbound ThrouQh I 1301 I 1661 I 1421 I 1321 1 1311 I 1481 1301 I 1071 I I I I I I I I
aijhi se~ 1I ~55~Y1 I 84 A ,~t i 601 I 571 I 491C I 391, 391 fI 3r~81 1I~r wI It ~1 1(t~~+ 1I I ( tI,
~`~A{~S~~~rirLir .~:~~1~~..~6~C~R%"A'3:~:~F;.
o~ y,, r~ iW~F~*
PdTiucks I I 000 000 O.OOi I 0.00 0001 I 0.0~ 0001 J 0.001 I ERR) I ERRI I ERRI I ERR
en I ol I 6~ I I al I
Nathbowid TMough I 11 I 31 N 9) I 91 I- 51 ~ 1 I 41 I 21 I I I I I I I I
aljht I 21 1 5 ~ 41 1 1 41 P16lq I 1I) I I I % I I I (~II ~
1
>,s`~~v>:~~;i %d[ P~PctTnrcks I 000~ 0.00 0.001 I 0001 '0.00 I 0.00 0001 0.001I ERRI I AERRI , I ERRI I ERR
I yJ~ ~ ~ I im 4~ I ~ I I I I I I I I
Southboun ThrouQh I 811 I 511 B51 I 541 I 881 I 531 821 I 41r I I I 1 I I ( I
Ri ni I 291 I~ 331' I~I 1 321 ' I 321 361 I lsl I• I I I I I I I
.}z„~"~ ~ •,~~a s~aA s,~:3 ` a « aFY c'a1 s'~,AI~ZW ~a~f fu`~:'F 0
~ ERRI ~ ERR~ I ERR~ ERR
Pct Tn~lca 0 00 "0.0 ~ 0,00~ I 0 OOW 0,001 ' 0,00 ~•/'~0.00~ 0001
! I 1 I ~ ~ 1 I I, 1 I I I I I I I I I I I I I
Totel lMersectfon Volurre I 6081 01 8191 4 829i 01 5531 01 7421 ' 01 8141 ' 0 608) 01 4611 01 01 01 01 01 OI 01 01 0
IMorsecBonPctTrudm I I OODI I 0.001 I 0001 I 0,001 1 0001 ' Y OOOti I 0,001 ( 0.001 ( ERRI ( EHRI I ERRI I ERR
Irtersecdon Total ~Pct IMeiaedion To~Pd One Hour Volumes Trucks One Hour Vdu Trucb
4:OD I 24891 0.000 5:15 I 1G831 0 000
4;15 I 26031 0000 590 1 10691 0.000
4:30 I 25381 0.000 5:45 I 4811 0.000
4,45 I 25171 O,OOD I 01 ERR
5:00 ( 24251 0.000 I I
PROJECT: HOME DEPOT
JOB NO
INTERSECTION: SPRAGUE/FANCHER
DATE OF CAUNT, MAY 12.1998
PIA PEAK HOUR BREAKDOUVN C
~ APPROACHMOVEMENTI 4:15 I 4;30 I 4:45 I 5:00 I C~ /
Throh ~2t41t~ ~ 188~~ ~~~i~ ~7iiAtrlt OTAL
Etstbatmd I uQ
♦ 1 f~' 1~
' RI 1 I 101 I 121 I 7~ I 141
•n , ~ >ui :'I, L ~~~~~i~y y.~C '~i.~f. Sii~~ L!C"i`?~fL ~V
Y i • 'S
Pd Tacks 0.00 0 00 ~ 0 00 ~ 0 00 0
Left I 14 I 1, I I' 42
Westbound Through l 1661 l 142 1 I 1 32 1 I 1311 571
Bignr I 641 I eol 1 571 I 491 230
1
Pct Trucks 0.00 0 00 0.00 0.00 0
I , I I
NoAhbound Throuph I 3) 91 I 31 I 5) 14
RI M I 51 ~ 41 I I`I I 91 `19
~3.I~ ;~..t:.~Y4 r>••~
r.~
Pd 7nklm 0001 7' 0 00 0.00 0 00 0 •
6rt I tttll I ( 6_ 1
Soulhbou Through I 511 I 651 I 541 I d) ~
Ri hi I 371 I 331 I 331 I 321 135
~ ; " ~y i~ " ~3~ ~ ' ~'s~,i'~~ a~;;~~ •~w ~s^"
Pct Tiucka 0,00 0.00 0 OOI~ 0 00 0
C I I I I I I I
Total Irtesectian Volume I 9791 01 6291 01 5631 01 7441 02
Intorsectlon Pd Trucka I I 0 001 I 0 001 I 0.001 1 0.001
PN,F.n 0 871
r ~ r~r ~ w~ r~~~~r ~r ~ ~r r~■ f r r w
PROJECT' HOME DEPOT k'l
JOB N0,
' INTERSECTION: EAGIE DWY ON CARNAHAN
DATE OF CAUNT, MAY 12,1998
, TRAfFIC COUNT REDUCTION WORKSHEET PM PEAK HOURS ~
I 15 Minute Perbd i~n~ln9 frD ~
APPROAC9MOVEMENT ( 4:00 415 I 4.30 I 4 45 I 5100 I 5'15 l 5:30 I 5 45 I I I ~
1-ess Itrk paas IUk lnass Itrk ~pess Itrk s luk oess Ihk Ipass Itrk Inas IUk pass Itrk lnass Itrk ~pess Itrk Inass ltrk
letl f I I I I I I I I ~ I I I I I I I I I I I I
EeatDound Throuph I I I I I I I I I I I I I I I I
R„~a I I I I ~ J I I I I I I I I I I I ~ ~ I I I I I
~o ~;~~tt ,~~'',~,41 ;~n"3?0~,~~ ;~;OXtse::~~att~k ~~OE~~~
~ ~ ~QI~dQI>te:"!i
PctTrucks ERR~ ~ ERRI ~ EFR) ~ ERRI ~ ERRI ~ ERR) ~ ERRI ~ ERRI I ERR I ERRI I ERR) I ERR
I I I I I I I I I I I I r I
Westbound Throuyh I I I I I I I I I I I I I I I I I I I I I I I j
sl I el 1 51 101 I al I 111 101
I I I I I I I I
s<sf ',113AI %b;1~;nQ~rs:rk~~~i~ia'.:,YzSO~~~~:;~~~i~~~~e0~33~'%~ 6 's~)~',~~ 3~~17~%`s~;,~0~;a.^s>~ ,~;<?'G ~4>:';s ;A';s~iO ~;:x~~0~,`~'>,l~;sQ~f~'~a%Oi„'•'~Q
PctTrucks I I OQOI ~ 0,001 I 0001 0001 I 0001 I 0001 ~ 0.001 ( 0.001 ERR~ ERR~ I ERRI I ERR
leR I I I I I I I I I I I 1 I I I I I I I I I I I I
Northbound ThrouQh I I I I I I I I I I I I I I I I I I I I I I I I
R i+t I 11 I 21 I 21 I sl I 21 I 31 ( 31 I 11 I I I I I 1
U '~~R>~xW4 w01?'~','s;~21?'..~ OK'h ~y, ~g~ ~'v2~ au•g~~ y,~,Sy ttE ~ ~jC ~
S."Y t ~;i f>f5 ~v~ ~~$F ~Sjy,`KAi9 >"f~~~' } V/n i tn5 ~ OISSw~~~• ~~ASNN~It. iSAF0I"
PdTacka I ~ 0.00 0,001 0.01 0.001 ~ 0001 0.00 0.001 ~ 0.001 I ERRI ERRI I ERRI I ERR
I ( I 1 I I I I I I I I I If I I
Southboun Throuqh I I I I I I I I I I I I I I I ~ I I I I I I I I
RIM I 1 I I I I I I I I I I I I I
.Y.>~~w2 ~1 r I I I I I
a~ ..^i z ~'•g h~r£ %~.i~i~o : r~~" olu~:3~^'c.V~1i;'h^':~ji~i,:~otY
Pccrn,c~ 0.001 oao o.oo ; 001~ ~ 0001 ~ 000~ 0.00 0.00 I ERR ERR I ERRI{ ERR
I I ~ I 1 I I I I I I i I I I I I I I I I I 1
Total Intersection Velume 1 251 OI 271 0f 101 01 281 01 161 DI 431 01 291 Ol 25i OI 01 01 01 01 01 01 OI 0
IMoraecNonPclTnitks I I 0.001 I OOOI 1 0.001 I 0001 I OOOI I 0.001 I OOO) 1 0001 I ERRI I ERRI I ERRI I ERR
Irteraation Total Pct Inhrseclion Tot4Pd
Ono Hau Volumes iTnicka One Hour VolurdTrucb
4 00 I 1001 0.000 515 I 0 1 D 000
415 I 931 0.000 5'30 I 541 0000
4*30 I 1091 0000 5 45 I 251 0 ODO i
4 45 I 1181 0 000 I 01 ERR
' 500 I 115+ 0.000 I I
PROJECT HOME DEPOT
JOB NO
INTERSECTION. EAGLE OWY ON CAANAHAN
yS
DATE OF COUNT: MAY 12,1998 ~
PIA PEAK HOUR BREAKDOWN
APPROACIMOVEMENT I 4:45 I 500 I 5,15 I 5-30 I ~
( (pess Itrk Pese itrk (oaea itrk ~ae Itrk ~TOTALJ ~ ~'S
'C_elt f t v
Eastbound Throuph I I I I I I I I
ftni i I I I I I , ~
•..;Y~,. :::r~ : „~~~Q •w, ~~'~a t~Z: ~ ~E: ~o- r~..~ r . ~
PdTNCke ^ N YERR ~ ERRI ERR ERR ERR •
TZ I 91 I 51 I 101 I 29
Weatboond Through I I I I I I I I 0
ftht I 101 I 41 ~ 111 I 111 ~ 36
I !t"ry ~ s~ .,~dA ~'s»v 2k'~~
Pet Tnuks ~ OOO , 0,00I ' 0.00~
ywtfib-~~ I
ound 7hroush I I I I I I I I ~ U
fl!gM f I l I I I `I o
} ~ Nj ).qyn~ A iY . 6~(rulL:I+L
Pd Tnxks 0.001 0.00 0.1 U 0.00 0
elt I I I 1 I I I I 0
y9oC(hboun Thrauph I I I 1 I I I I 0 ~
Ri^ M' I,~Y, 21 21Y I 31 hIt 31 I 10
i, ,~z~~,3 1r.~c{: "{~2 2 t~ ~~•'~~'r~;*~;.~i „ii+" ~~yi:'Rt'jS
Pd Trudcs 0.00 0.00 0 001 0.00 0
! 1 I ~ ~ I I I I
Toml Intersection vdume I 291 01 tal ol 431 01 291 0,~',s'
Intersecdon Pet Tacks ( 1 0.001 I 0.001 I O.ODI I 0 001 I
P.H.F. = 0.686
r w rr ~~r w ir rr r~ rr ~r► r
PROJECT HOMEDEPOT dA"
JOB N
O INTERSECT10N.5PRAQUFICARNAHAN DATE OF COUNT: MAY 12,1998 - ~
TRAFF1 COUNT REDUCTION WORKSHEET PM PEAK HOURS
I 15 Mintte Pertad Bealnnfnq¢G ~ I I
APPROACHMOVEMENTI 4'00 I 0•15 1 430 I 4.45' I / 5:00 I ' 5'15 530 I 5:45 I I
I oasc Itrk ~pese Itrk I~ Itrk sa Itric,i trk se Itrk ss Itrk s Ilrk Itrk paas I~ P~ I~k P~s It~
Len ~ i t 1 f ► i I i ~ i ~
Eastboind ThrouQh I 2151 l 2251 ( 2441 I•2191,11 (r 2771 ( 3031 ' 2571 I 1941 I I I I I I I
l I Bl ( 171 I 91 I 12 71, I 181 91 1 81 I I, I r, I I f I
~ ~ 5c ykK`.• ~ ;y~f ~ ;ti ' ~ %y~( °~~,.f
, ` ~a
BSS>~;stP~° -.r0 Ir,< B ~ 0.001 0. 000 0.00 0,001 O.OD 0.001 I 0001 I ERR) I ERRI I ERRI ( ERR
tiruck
bn I I I I { I I I
I I ~ I I I ~ (
Westbound ThrouQh I 2051 I 2101 ' 2361 1,161 I 221, I 1911 ~ 1991 I 1821
Rffight I I~q I I ' I ' I I' ' I I I 1 g~/e~Ia~ %I I wtI {AyI,.~+;~ I+pQ tI k I I ~5,,
~:'~,,'hi n7i~~~'a ?~X •~~~4 .Y•; "'^`~:i `.c,, ki,,t~~ ;k''a.4~.~f. ,~.t.T,.4,`I.PN2~^L`54+•Y w~ ~ i1.Y~~Mk£<.!n}FV~,R~ft33'`vk'~Fi`. CFi ~3`~~~:`~k,~t~°~'`"".)~
PctTnnke ~ 0.00 0.00' r 000 ' 000 000+ • 0. 0.00 000~ ERRI f ERR ERR ERR
e I 31 I I Itll I I I I I I I I I I I
NOrthbou ThrouQh I I` I 1- 6
Rf h " 14
l I 10 I 71 9I 1 s€%; I;'~ 2I 9~ .z'i I
, „ _ .r F r`ri~`t3 ~ , r , . ~ I 5 5 ,w ~#l P' r
~
PctTucks~~l I0 / O,OIw•~~~I O,W A 0.00 ~ o~'~~; 000 y~N 0:. 0.001 :t I~000 ~ I~ ERR) I ERR]
e I ~I ~ I I I I I ~ 1 I I I I 1 I ~ I ERRI I ERR
Southboun firouph I I I I I I I I I:~ I I I I I, I I 1 I I I
R ! AI I ,~2 I !}I I~~p N,I I I IR Q~~~Ma'~a1 CpS`I ERR ~ERR~ I ERRI ~ ERRlE.'ER ERR I ERRI~ERR~ I ERRI , ERR ~I`ERR
C I i I I I I 1 I ~ I I I I I f I I I I I
TotallydersectionVotumel 4461 01 4821 0 5071 01 4351 01 5341 01 5311 Q 4921 01 3821 01 01 0) 01 ol 01 01 01 0
IntersedlonPdTrucks I I 0001 I 000~ I 0.001 I 0001 1 000) I O.Od I 0001 I 0001 I ERRI I ERR) I ERRI I ERR
Intersectlon Total IPct l~letsectbn TaaPd
One Hour Volurtue Trucke One kour ValuriTnudcs
4:00 ( 19701 0000 515 I 13951 0000
4:15 ~ 19581 0.000 5.30 I 8641 0000
4 30 I 10071 0 000 5 45 I 3821 0000
4:45 I 19821 0,000 I 01 ERR
5:00 I 19291 0000 I I
PROJECT' HOAIE OEPOT
JOB MO ~
INTERSECTION, SPRAGUEICARNAMAN C
DATE OF CAUNT: MAY 12,1998 ~O ~
PM PEpK HOUR BREAKDOWN A'
APPROACHMOVEMENTI 430 I 4,45 I 5:00 I 5:15 'L
Leit ~~e I~ ~ I~ ~ I~ ~ Itrk OTAL n
~
Eastbound Throuqh I 2441 I 2181 I 2771 I 3031
RiPM I 91 I 121 d 7 I 181
<T f'%~ ~ 3,~;~`~ ~ '~'~~:8 ; ~a ` ;~n ~ G ~x'°`
te Trucks M 0 00 0.00 0 00 U 00 OJ
I I 61 I I 101 ~
Wesibound Throuph ~ 2381 I 1821 I 221) I 1811 82b
Riphl f I I •~AA11{iiI AI I I If a 11 , - '/v.;.CNG~ ~
P ~:f~;~:iQ
aa Truc~ ~ 0001 o.oo 0001 ~ o ool o .
~ i
Northboun ThrouQh I I ( I I I I I 0
Ri fi1 I BI I 91 I 141 I 81 37
Pct 7ruclcs I I 0.001 ~ 0 001 ~ 0.001 1 0 00 0
'Lell I I I I I I I I n
Southbounc 1hrouqh I I 1 I I I I I ~
R!Oht I !I I 0
mX'A,r,F1o,~Y}:t~3,~> ~~~;,y,~,AI~T~f~ (£..•r~ I§~3:a"<t~#:+y{it;Q ~~#~t ~~,v~,~'~
Pcttrucks ~ ERRI I ERRI I ERft ~ ERR ERR
l l I I I I I
Total Intewsectbn Volume~ 5071 01 4351 01 5341 01 5311 0
Inter"ctfonPctTrucke 1 I 0.001 I 0001 1 0.001 I 0.001~
P.H.F =0.8398 '
~Miwn mmr tmm
PROJECT HOME DEPOT ex V
JO
B W0.•
INTERSECTION. SPMGUFIHOWE DATE OF COUNT MAY 13,1898 / ~
TRAFFI-~~UNT REDUCTION WORKSHEET PM PEAK HOURS
I 15 Min~te Pedod _ In,nf~► ~
APPROAC9MOVEMENTI 4100 I 4•15 4:30 I 445 I S:OU' I 5:15 5,30 5:45 I I I I
pass Iftk lpass Itrk ~aasa Itrk 33 Itrk ~ess Itrk ~ I►rk Itrk paas IUk ~pass Itrk ~pass Itrk ~oass IG1c ~pass Itrk
Lett I f I ~ I f I f I 1 I I f i f i i f i
Eaatbound ThrouQh I 1 I I' I I I I I I i I I I I I I I I I I I
ftht1r~ I 41 1 3..1y a AI ~31 AI` 5y i 611. 31 , 41 w~I I I cI +I I I
~~IF.~~~:!' %Ri~+'rY .K~.~S~O ~~te.~...'5~1,'~~Sf✓HI r;;: .~~5?Par~;'23~`~2~4~si~0~~J~j~4l%~si,'~~V S1t~~'~fYS 2•,R:i i~`7'%nii~xi~' r'Q>~xi :'T^5~''vQI . '~'E54{3i~~~'`~Q'.~Y~i.V7'~''~'~a,iZ.d „
~PdTntdc.a ~ 1 OODI I 0.00 0.001 I 0001 0,01 000 0.001 0.001 I ERR~ ERRI I ERR+,.,..~~ERR
Telk
Wesibourul Throupn I I I I I I I I I I s I I I I I i I I I r I
' RI hi I ~ I I I I I I I I I I I I I I I I I I I
Osi
Ry :a? ~ >t '
. j~,.fl.-, #.AE~~;A""'0 ,ya:"~h~s>~-bi3>s...,~',~au ,~n,~~~i'~ '~If~ -,if~ .,iflr,z. :`~c0~~•~~.';~GF~' A~'~z's''s>:
PctTacks I OODI ~ 0. ~.~1 0.00~ ,0~01^ 0001 ! 000 0.001 I 0.061 I ERRI f ERRI I ERRI ~ERR
tietl 1 ~ I 41 + 11 I I 21 4~ 21 I I I I I 1 I t
Northbound Throuph I I I I ~ ~ I I I I 1 I ~ I ~ I I I I I I I I I
RipM I 81 I 51 ! }e~l I el I el I 101 I 31 I 31 I ~ I I I AI ~!I AI!y I I y~
) ,MFN~`i4iYI-Y XS'EIi.~}S`irc"S ~~ti#
~{161r~~.~
PclTtucka I I~ltl° 0.001 I DOQ: ~ 6.001 I 0.00~ I 0,001 0.00 0001 0.00,V I ERRI I ERRI I ERRI ERR
1 I I I 1 I I I I I~ I 1 I I I I 1 1 I 1 I I I
SouthDoun Throuyh I ~ I I I' I I I I. I I I I I I I I I I I I I I
Ri hi f I I I I I I I I I I I I I I I I I ~ I
S' Y..t< g
y,3~$~ ~+rL
Pd Tnucks ERR ERR ERR ERR ERR ERR ERRI ERR ERR ERR , ERR ,N I ERR
1 1 I I I I I I 1 I I I I I I I I I I I I I
Total IMorsaction Vdume 1 211 Ql 111 01 111 01 nll 01 311 221 01 121 01 151 01 01 01 01 01 01 01 01 0
IMerseotEonPciTacka I I 0.001 I 0001 I 0.001 I 0.001 ' I 001 I OODI I 0.001 I 000i I ERR) I ERRI I ERRI ( ERR
~ .
IMersectbn Total Pa IMetseclion T01Pd
One Hou Volumes Tnuls Ore Hosu VotunATnuka
4•00 I 72 0.000 5:15 I 49i 0.000
4.15 I 821 0 000 5-30 1 271 0 900
430 I 801 0 000 5,45 I 151 0.000 -
4:45 I 851 OU00 I 01 ERR
5-00 1 801 0.000 I I
PROJECT. HOME DEPOT
JOB NO.
INTERSECTION• SPRAGUEJNOWE
OATE OF COUN1: MAY 13,1998
PIA PEAK HOUR BREAKDOWN
APPROAC hROVEMENT 450 I 4:45 I 5.00 I 5.15 I
~ v~s Ihk a~ Ibk ~sa Itrlc ~as.+ Ib1~ rOTA
I I f I f I d
Easibound Throygh I I I I I I I I I
"I M I al 31 s I el
~ ~ ;kya-h
0 -
Pd TNdca 5J 0.01- O.OOI ' O.OOI ~ 0.40
Lett I '
}
Wsstbound Tfuough I ( I I I I I I 0
Risht I I I I I iI, I I 0
0.00~~ 0,00 0
Pct Truefa ` 0.001 0001
I A I I A I 1
NoRhbound Throuyh I I I i I I I I 6
RI 1 I 8 I 81 I 81 1 101 33
QRrx'~?f~~?~y>e~~41~~'~.~~z~,~~::~tl~-: ,~f~,~ Q HsI I
Pet Tiucka ~ 0.001 - 0.00 0.00 0.00 OJ
I I I I I I I I c~
Soulhbou Throuph I I I I I I I ~ I
R'M I I I I I I I I 0
• ~.,~y~
Pct Trucka ERR ' ERR ER~ ERR ~ ERR
I I I I I I M
Totel Intmscedon Volume ~ 0 01 201 01 911 01 221 0;~""'
uawsecnon aa rnuks I I 0001 I 0.001 I o.aol I o ooI
P.Hf.a 0.1258
PROJECT' HOME DEPOT n~
JOB N0.
INTERSECTION. SPRAGUElMCKINNON
. ~
DATE 0'F COUNT' MAY 13,1898 • ~
TRAFF~ CAUNT REDUCTION WORKSHEET ' PM PEAK HOUR3
M 15 Mlntle Peiiod Bea6minp (81 ' I I
APPROAC~MOYEMENT I 4'00 I 4:15 ~ 4 30 I 4:45 I ~ 5'00 I` 5,15 ~J 5 30 ~ 5•45 I I I I
oass Itrk ss Itrk Ilrk Inns3 itrk lnasa Itrk I- IGic paw Ihk ss IUk ass HAc ass Itrk aass Itrk ~Dess IUk
LeR ~ I ~ I . I I I ~ I I I ~ I ~ I I ~ I I I
Eastbound TArouph I I I I I I I I I I I I I I I I I I I I I I
~ht I el I 51 41 1 71 I 61 I• 41 I 41 I 41
P d I I I ~ I I I I
Tnuks I 0001 0.00 0,001 ,1~ 0.00 0.001 I 0.001 0001 0001 I ERRI I ERRI I ERR{ ERR
nl I 1~ I ~ 1 ~ ~ I ~I 1DI I ~ I I I I I I I I
Westbamd TArough I 1 I I I I I I I I I I ~ I 1 I I 1 I I I I
aijM I I I I I I I I I I I I I I I I I I I , I
,
[gj~6Wil'"s%';F,14I;:'";~ :J4:~~r.:`'~ 7:~'D%'~~,ti~:: Ai•~:Yi%~.fal~.~tu 40 :I , lOEI~`~''0 ~;,~^~~'101%~~s>:yDi~;'~, ~~~;s~:»01>.s•yr ~aFr'rfs,tlE:~ "-D~~:~,~a~01E> ~~'~OE's~x'.'<Qla~;ia:01~c~'~0
PclTrudcs I 0.001 I OOqI 0.001 I 0.001 ~ 0.00 ~ 000 I 0001 D00) I EARI I ERRf I ERRI I ERR
'Left 1 21 I 51 ~ I 11 ~ I 4 21 I I I I I I I I I
Northbound Thragh I i I i I 1 I I I I I : I I I I I I I I I I I
R ht I 81 I 131 . 141 1 111 I' 91 I 111 'i 181 I 721 I I I I 1 ~ I ~
~~i {D~;~:~;~y+~%~;t,.,~sGlxgF.~s.~ ~rk`:~s':OC":w4l~E~s~~yL~K~>a!'~01';3'~~G~•..%~': :~ait:01~~~~''~tl~~~"^.h6li~ ~~sa ;.,~61ff~:.%'w0's;i•<; ; ~~;;.r~D
PctTrucks I I 0.001 1 0.00 0.001 I OOOI ~ 0.001 I O.W I OOOI ~ 0.001 1 ERRI ~ ERRI I~~ I ERR
e I I ( I . I I I I I I I I 1 I I I I I I I i I
Southbou Throuqh I I I I I I I I I I I I I I I I 1 I I 1 { 1
Ri h1 I I I I I I I I ' 1 I I I I I I I I I I I I
, ~ ~,~~~.~:3p ','s;z# ~l rA,x F{) ~;~M'~'a 2~.; ~ . s~ a A
' z> 1 t <t3> ~3' u ~ t ; g' . ~ s}~ t e w"
~ ~ ~ ~~.a~;~: •5~:~~ < ~~;~x; ERR
Pd Tnuks ERR ERR ERRI I ERR ERRERR ERR ERR.~ ERR ERR ERR
I 1 I I I I~ I 1 ,I I. I I I I I I I I I I
Tniel intersecllon Volume ~ 331 01 301 0i 311 271 01 281 291 01 341 01 371 01 01 01 01 OI 01 01 DI 0
IMersscdonPdTNCks I I 0001 I 000' I 0~ I 0001 I 0.0; ' I OOOJ _ I 0.WI I 0.001 I ERRI I ERRI I ERRI I ERR
IntersecUon Tctal IPct lntsrsectlon To4 Pci
Ono Hotr Volumas Tnidcs Ona Nour VolundTrucka
4'00 I 1211 0.000 5-15 I 1001 0000
4.15 I 1181 0.000 5:30 I 711 0.000 -
4 30 I 1151 0.000 5 45 I 371 0.000
4;45 I 1181 0000 I 01 ERR
5.00 I 1281 0.000 I I
PROJECT; HOME DEPOT
JOB NO
INTERSECTION• SPRAGUEIMCKINNON
DATE OF COUNT: MAY 13,1998
PM PEAK MOUR BREAKDOWN
APPROACBMOVEMENTI 5:00 I 5:15 I 5:30 ~ 515 (
~ pass Itrk ~cnss ihk Ipass itric ~p~ss iMc ~OTAL
t f
Eestbound T1irough I I I I I 1 I
alphi I sl, I 41 I 41 I 41
y~I,x.i}Yd 4.°,. ~f
:>:.''fn~~ ~~3.~;~ ,.,.vi~ =fi•"'F ~ n7.`9~. .3'
Pct TNCks' I, Bla O,ODI O.OOI 0.00 0.00 ~ 0 .
tal -
1 I I 81 1 31
Weslbound Through I I I I I I I I I 0
th io
Tnidcs M 0 00 0001 0,00 0
I I 1 I
Northbound Thr"h I I 1 I I I 1 I 0
R M I el I 111 C 181 I 221 60
K s9
l'x, 'x~~S`~
FQ TIUC `0.001 0.~ O.00, 'yV 0.00 ^ 0
ert I I I I I I I I ~
Southboum Through I I I I I I I I 0
RiM I I s I I{ qI I 1 0
^ ~t~Yrj ~~~~ry'?%;•'~'~gf°~
Pcl TNCka ~ ERRI~ ERR ERR ERR: ERR
I I I 1 I I I
TotallMoisectlonVolume~ 281 0l 291 01 341 01 371 0^2
IntersxlionPdTiucks I I 0001 I 0001 I 0.001 I 000 •
P.H.F a08649
r rr rr rr ~r ~r ~r rr rr ~ ir . ~ ~r ~ ~r r r ~r ~
PROJECT: H4ME DEP07
JOB N0. •
INTERSECTION: SPRAGUE AVEJDOLIAR RD
,
DATE OF COUNT MAY 18,1998
TRAFRC COUNT REOUCTION WORKSHEET PM P£AK HOURS
I 15 Min e Pwiod BocqM!n
. ~
APPROACIMOVEMENTI 4.00 I 4:15 4•30 4'45 I 500 I 515 I 5:30 I 5;45 1 I I I
Itrk
I ltrk Glt ac In2s' trk 11rk~ . s Alrk aaa ftrk 41t Ihk ItrM ~ItrN m
Left 412ss Itrk, Eastbound ThrouQh I 4~1 4191 'rm
~I I 5031 .~I 4~1 I 3651 I I I I I I I I
R ht I 61 I 5 1 7e~ 1 61 ~ 91 ~ 21 I 11 i I I I I I I I
~ r N . ~ cr ~r'~s ~ . • ~ `r ' # ' ~?';~Id.IRz~~x4 ~aa~tb' E ZV ,MZr~IlTE~.~w,.4 • X ~~~~y~9~~;~~.~?. .~•flf:~:~,€~;<p~"A:,nri01~.~.,~;~ H~::€~,Q~:~~'~
" ,,Todd'', r, 3~,ii~0 '~i.r.~csQ t ~ o•..~ x
PdTnids 1 OUO O.O A •0,00 0.00 , 0.00 0.00 0.001 I J O.ODI1 ERR I I ERRI i ERRI € i E RR
~ I ' } = 1' I 1 I I d~
westbound riuouQn I<aol I 3681 iiii I 41i1 I 47i1 I 3691 ~I 1 3131 I I I I f I I I
"nc I ol I ol o. ol ~ ol I, ol + ~ ol
~'StiU
:~srpN9k:~°.~',aQl`''.~k ~x,~~``~Is~ei'~''•Q'<;~hR?0 {0~'sl>;3
PdTnrcks I I 0,00 0. ~ OOD O.OUa~~~~ OOU 0.00 1 0.00 0001 ~ ERRI ~ ERRI ~ ERRI I ERR
Left I 49I 1 4' I 8 ~ I 41 , 48 411 ~31 I I I I I I I
tlocthba,nd Tiiroujjh I 21 I 31 ' 11 1 31 I 41 1 01 01 I 01 ~ I I I I I I I
R M I~el 1 131 161 I+s r I 201 I141 nl ~ e1 1 1 t
r r a .y..,~i., y ro,s . ~r kt,`>,'. ~;y~ '~.°irt s C ~ ~c~' ~1►~~EP~o. 'C.~y ~",j ta~ a
d1~~r'Q~Y`~~x.'~,~.,if3~7
PctTiudks ~ 0.00u¢<~ } 0. ~O.OOi 1 OOOi 0.00 I 000' ~ 000 OOOf i ERRI i ERRI I ERRi I ERR
souu,bou Thtouph I 31 I 01 01 I 2, I 31 ~ I 11 21 I 11 I I I l I I I I
R' I 31 I 21 11 1 41 1 1 I 21 - 41 I 31 I I I I I I I I
IFA.'~r~~~
PctTrucb V1 OOOI x 0. 000 ~ 0.001^ 000 N 0.00 0.001 0.00 ERRI`,"'^ ~ ERRI I ERR ERR
1 1 I I I I I I' I I I I I I I , I I I
Total IntersecGon Vdume ~ 9651 01 8581 •'1001 1 01 10081 01 10581 01 9901' 01 awI 01 7351 01 01 01 01 01 01 01 01 0
IMetsecNonPdifucka I I OODI I 0. i I 0.001 I 0.001 ( 0.001 I O.OD~ I 0.001 I 0.001 I ERRI ( ERRI I ERRI { ERR
IMersectionTofal IPd IMeisectlar~ToaPct
One Hour Vdwnas ~Trocls Ona Hour VohaoTnicks
4:00 ( 38331 0000 515 I 25911 0.000
4:15 ( 38271 0 000 5:30 I 16041 0 000
4.30 I 40591 0,000 5:45 I 7351 0.000
4-45 1 38271 0000 I QI ERR
5:00 ( 36531 0.000, I ~
PRQIECT: HOME DEPOT
JOB N0. ~
INTERSECTION SPRAGUE AVEJDOILAR RD. S
DATE OF COUNT. MAY 18,1896
PM PEAK HOUR BREAKD04VN
APPROACOMOVEMENTI 1•30 I 4:45 I 5:00 1 5:18 ~ 7
ln2SS ~Gk r" ~trk I- Atrk I- ~trk ~TOTAL
~
Easlbound mrouph I 5051 I 1e31 I 5031 I 539) 2030
ftht I 11 I 71 ( e) I 31 17
~ a {e• ~yas~. ,1 ~~dd:,"M,- 1 2
pc►Trucks 0.0l ~
~ .
Weatbound lhrouyh I 4111 I 4171 I 4711 I 3651 1864
RI Ol I ol Iol I ol ~Y o
y . ,
.Si3,
Pct Tnida 0001 0.00 0001 0 OU~~
I I I I 4 I 4M
Nathbound Throupfi I 11 I 31 1 41 I 01 9
R~i M I 161 1 191 1 201 1 14 69
cJ~'s'
s
pq Trucfcs ^ 0001 ,0 DO ~ 0,001 0.00 0
I I ~I l 11 I 13
Southbou Thraph I 01 I ZI 1 31 I 11 B
R M ~y~~p 1 7) A 41p~ I 11 1y~ 2) w 11
, •i VKl( tt v~. i..ri ~LrV ^ef< 5 Y\
Pd Tn~dra 0.00 0.00 0.00 0,00 0
I I I I I
Taaiincefsectionvduntol IooIl ol 10091 ol lassl ol esol or"
IMersecUon Pct Truclm I I 0.001 ( 0.001 I 0 001 I 0.00
P.H F. • 0 9582 .
~ ~ rr ~r ~r ~r r ~r r ~ ~r ~r ~r ~r ~r rM ~r ~r ~
PROJECT: HOME DEPOT
J08 N0. C~
IN7ERSECTION, SPRAGUE AVEIHAVANA ST
~
OATE OF COUNT: MAY 19,1998 ;
TAAFF COUNT REDUCTION WORKSHEET PM PEAK HOURS ,
1 15 Mfnde Panod gn~^
APPROAC9MOVEMENTI 4:00 I 415 ~ ~.30I 4'45 I 5:00 I 5.1~ 5.90 I 545 I r I I
1 Ihk Itrk aass Itrk Itrk ss hk ~hhtc ~°sa ~hk Itrk aasa Itrk Iqtc Idic
Lelt ~181 ~24) ~20) I T1, I I 61 ~ I ~ I
Eestbound ThmuQh I 2031 I 2051 1841 I 2191 I 1981 I 2271 1601 I 1421 I I I I I I I I
Ripht I 181 I 13 281 , 281 I 201 I 201 151 I~.ql, 8 ( I I ( I ~ C,
`s"tdll ~
' ~;'fd411~:3 '"'."1~~ 'k~;~ Qan 'lE4 ; ~~'='°sf~43 'k. ~ 5d~^; s3;:t89l
~PdTn~s ~ 0.001 ~ 0.00 0,00 ° 0.001 0.00 0. ~ 0001 0.00 1 ERRI ~ ERRI I ERRI I ERR
~ I I; I I ~ I I I I 1 1
rah I 1 281
Westbouna Throuph I lssl 1 1511 f81Y ~ I 1891 I 17e1 I 1611 1561 I 1391 I I I I I I I I
I I i I I I ~ I,
I 211 91 ' 161 I 161 I 191 I 141 131 I 11
~~'idf'it,..•t~',2gl12'~+f~0~:~•~~l4:w$"`~,?i;,~,~'.~c~•„~rHJ~;~ ~~;r ;;jl~~,~»0~',;~~tia^"~~~?~,.',~:: "'%•'~'~m°`8£~%:`'„{1
PctTnrka I I 0.00) O.OQ , 0.40 I 0.01~ 0.001 0.00 000~ 0.00) I ERRI I ERR ERR ~ ERR
LeR 1 10i I 1f h~ 91 I A I BI dl I ~ I I I I 1 I ~ I
I 35 I I I I I I 1 I
Nathbound Thra,qh I 321 I i71 871 I 491 ' I 461 I 831 461
R ht 1 19) f 281 )28~ I 381 ~ I 121 I' 321 ' 271 I 281 ~ I I I ( I ~ I
~ f k~
} i.F .:-fG ~
PdTrucks I 0.00~ 0.00 OOOI I 0.001 0.001 0. O,OOI 0001 I ERRI ERR I ERRI ERR
I ~ I I I I ~ I I I I I I 1 I
1 1 ( I I I I I
Southbmm Thra,ph I 421 I 391 ~ 6AI I 56) , I 961 ( Z11 521 I 231
R I 181 I 111 rq 17 I 181 I 231 t~2 171 • ~31 9~
N 'J` ~dY Y'M1.` r ` j>• R i?~ ~~:~?s Q r~ ~9i~'=3. 9Rhr `~%O
, ••y~L>..r..
PdTrucks 000. 0.00 0.00 000 0.00 ~ r 4 . 0.00 0.001 ~ ERR ERRi ERR ERR
I I I I I I { I I I I I 1 I I I I I I I
TotellMersectanVdvme~ 61e1 ol sesl ol' ~I ol 6e71 ol 7231 _ o(, sse r 5421 ol 4291 ol o► ol oi oi oi oi ot o
IrteiaecNonPdTrudcs I I 0.001 1 0. ~ 0001 I 0001 1 0.001, I;t0 I 0.001 I 0.001 I ERRI I ERRI I ERRI I ERR
i
IntersedianToml ~Pd Ir~sedionT Pct
One Hour Votumes Tnicks One kour Vdu Tntdcs
4.00 I 2580I 0000 5;15 I 16691 0.000
4:15 I 28651 0 000 5.30 I 9711 0.000
1•30 I 27751 0000 5:15 I 1291 0000
4:45 I 26601 0000 I 01 ERR
s:oo I 2ss21 0000 I I ~
PROJECT: HQME DEPOT
J08 N0.
INTERSECTION: SPRAGUE AVEIHAVANA ST.
DATE OF COUNT; MAY 18,1898
PM PFJIK HOUR BREAKDOWN
APPROACIMOVEMENTI 1:30 1 4:45 I 5:00 I 5'15 n tIe v fj'
~ "
~hk l~ ~ IUk ~trk I~ IUk OTAL xrf'~~ O j
7 1 22i
Eastbwna rn►ougn 1 1e41 1 22sr I ieei I rz~l a56
C b
Ri ,M I 281 I 281 I 201 ( 201 94
~ w.
y I °m ` ,u~'.w`~~ r`•
Pct Trudm 0001 0.00 0.a0 0,o0 0
dt I 2 I I I 231 114
Westbound ThiouQfi 1 tiW I 1881 I 1181 I 1871 714
Ri~ph! I 161 I 181 I 18l 141 65
W t,I .s~F w"~~ : xd: k
Pd 7ndks 0,00 0.00 0.00 0.00 0
I I I 1 '
Horthbound Through I 371 I 481 I I 831 16
Ripht I 281 I 361 f 4211 321 13e :.p~.. t7~H>r S., ,d~GY•'.(~1y
aci rnicks o.oo o.oo 0001 0 00 0
I 41 ~
SoLdhbou Thmuyh I 691 ( 5el I 991 I 711 294
R m I 171 ( 191 I 19 117I 76
' ~i e n : ~<p+ ~3:fi' e, ~i ;r '
Pd Tnicks 0.00 0.00 0.00 ~ 0.00 0
I I I I I I I I
Tomi iMafwdion volLu,a I 6571 ol 6e71 ol rnl ol ssel 0 1~
~
iriteReWonPaTn,cM I 1 0.001 I oool I oool I 0.00
P.H.F. a 0.8595
PROJECT: HOME DEPOT
JOB N0.
INTERSECTION FANCHER RDJBROADWAYAUE.
r wy
OATE OF CAUNT. MAY 20,1M
TRAF~ ~VyT REOUCT{ON WORIGBHEET Pkt PEAK HOURS ~
~ 15 Min in,d,,~~
APPROACdMOVEMENTI 4:00 I 1:15 'T ."k30 1 445 I 5;00 I 5:15 I~ 5-30 I 5.45 I I I I
I ss Jirk Uk i. hk (trk trk ttk i~a9s Itrk +ass jhlt I~ Itrk IUk Ihk ss Ihk
lefl ~ a31 ~ I 431 l ~ 321 ( ?2~ I I ~ I ~ I I {
e~eowta ~ra,Qn 1imr I 6e1 sg . I eoi 1 1171 i 1071 esi 1 521 R I 431 I 351 ,'43 i '291 54 1 221 ~I I 191 I I I I I 4 I
a~~
~ 18. ~~o~ ,n
PctTn~cla ~ 000~-~~ ~ 0,00 0.00 0.00F 1 0.06 ERR 0001 ERRI I ERRI ERR~ ERR
I I , I I , 1 I I 1 I I I
Weatbound Throuyh I 681 I 811 eB I eDl I+' 691 I b71 ~ 191 I 5BI ( I I I I I I I
ft,M I 231I 25 ' 30 ~ I 241 1 I 311 I 391 ~ 321 I 181 I
w~ JJ~~; » s1
PclTnuks 0 00 0.00 ' 0.00 0.00~1 ~ 0.00 ( 000~ OODI I ERRI ~ ERRI I E(tR) ERR
~ 1 1 1 • t~i ~ el I i3i I I
Nathbound ThmuQh I 801 I TTI I '8t1 I 791 ' 1 951 I 871 631 I 481 1 I I I I I I I
ftM I 181 I 151 I 181 I 25` 1 131 I 161• 1 111 l 51 I I I I 1 I I I
> > i~ fa( urri .c'.d` > j o~a+m N 3~`iX'
. . ~~fld~° >Ot~#;> . ~;A3;,,:s.~dlr,~k;.`~i~l~c~:.,•~ a,N~°:~ Q~~°'t~~ ar~>, .~~Q
I~ AERRi I ERRs;
PdTnider l 0.001 I 0.00 0.Ob1 0.00 ' OAO ;0.00) 1 0000.00` i ERRi ~ AERRiCt'
Southbou ihrapfi I 1161 I 1281 I 113, I losl ( 1191 I 1291 ~ 1151 1 1301 I I I I I I I I
I 191 I 321 : 2e ' I391 I 241 I: .291 i 161 I 161 I I M I, I wtI I I
t d 1 < Z x 'v(~ C: 42ii I9L'..Po ' , n~PdTnidm 0.00 D.00 000 0.00 ERR ERR l RI ERR
l I I I t 1 I I I I I I I I I I I i I I
Tatal Irdersection Vdume I 6051 01 8081 01 6171 01 6021 01 8891 aI 3!'i21 01 4481 01 01 Of 01 01 01 01 01 0
IMersxtlalPctTniclcs I I 0.001 I 0.001 I 0.001 I 0.001 _I 000 I 0.0$ I 0.001 I 0001 I ERRI ~ ERRI I ERRI I ERR
s
Intarsection TaRal ~Pct IMeneetlon Td1Pd
One Hour Volumos Trucks Orn Hour VoturJTrudcS
4:00 I 24301 0.000 5:15 I 13851 0.000
4:15 I 24941 0.000 5:30 I 8001 0.000
4:30 I 24831 0.000 5:15 I 4481 0.000
4,45 I 22181 0.000 I 01 ERR
5:00 ( 20641 0.000 I I
PROJECT. HOME DEPOT ~ ,v/~/~
~
N ERSECTION: FANCHER RO/BROAOWAY AVE ~ t
DATE OF COUNT: MAY 20,1998
PM PEAK HOUR BREANDOWH
APPROAC9MOVEMENTI 4,18 I 4.30 I 4,45 I 5-00
Inass ~ f 361trk ~c~ ~trk OTAL
fasibound Thtouph 1 891 I 60: I 1171 390
l 351 1 431 I 28 I 541 181
Rkft
Psct Tnidu 0.00 0.00 0.00 0.00 µ 0
I I
T;ft I 241 I 11~
Wostbwnd ThraWh 1 841 I 891 I 881 I 891 310
R°ht I 251 I 301 I 241 I 311 110
WR ~",Ri.~;~ ~Yy fc~° ~:.r 3~i, J~i" rtwJ,tltlk
i~ECLL
Pcf Tn~cks 0 00 ,010.00 A ` 0001 W 0.00 0
I I I I I
Northbound Thrmqh I 771 I 82l I iel I 951 353~
~Ont I isl I lel I 201 I 131 66
~
Pd Truda 0.00 0.00 0.00 0 00 , 0
a1t I I 411 I I
SouthbourK Throuph I 1281 I 1131 I 108) I 1191 488
R' M 311 261 rse~ I 391 I 241 129
" xi ; Y~; ` :~^r' ~.3`0:>£ t , ~"Y
Pct Tnuks 0001 0,00 0001 0 00 0
1 I 1 I I I I
Total IMersedion Volume ~ 8061 01 6171 01 8021 01 8691 Q
i~teraeatonPaTtiaa I I 0.001 I oool 1 oool 1 oool I
P.H F.a 0 932
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
PROJECT. HOME DEPOT
J08 N0. ~
{NTERSECTION• FANCHEWMAIN OiWY
DATE OF COUNT: MAY 21,1898 ~
TRAFFL"COIlNT REOUCTION WORKSHEE7 PM PERK HOURS
~ 15 ' Pd f 1 I
APPROACIIMOVEMENT I 4:00 I 4:16 i' 4.45 I 5.~0 5:15 530 ~ 5.45 ( I 1 1
L ss trk lngiv bk Ibk lpns Bk" ss Itrk ss 6~tAc I~ Ihk ~ Itrk pass Itrk Iozss Itrk pess lalc
Le}t ~~di~ ~1~ 1dl I 161 ~ 81 I I I I
Easmound Througfi I I I I I' ~ ' i I I I I i I I I I I ! { { I 1
Old 151 1 181 21sb • I 141 el el I 5 u~nr 3~11'>s",~~a ~,:a~.'~OI:;26 ; M Y, 9 i~aiI3t~1Ts..,r ~,2~'q tudts 1 I OOO~F O.OOI~~ 0.00 ~I 0.00~ ~ 0.001 I 000~ l 0.001 0.00 ERR I ERRI { ERR N ~ ERR
, WestEound throuQh ~ l I ! I~ I,` 1 I I I I I I I I I I , I I I I I
R M I I I I ' ` I I I I i I I I I I ~ I I M M
~_''.~Q ; Pd Tnxka ERRI ERRERR - ERR ERR I ERRI ERR ~ ERR~ I ERR~ ~ ERRI I ERR
I 22 I 311 I I•'__ I 221 1 151 I 3 I I I I 1 I I I
Northbound Thiouyh I 891 I 771 811 I 771 I~ 831 I 811 651 ~ 731
"I ht i I I I ' I 1 I 1 I I I I I I I I
~s~~1bd1~~i~"~1y~, ~"wn4F~> ~'~04#~~}~' ~ ,.~.l4~ K.~~ . ~Ex4' i~>F ~~];:~,~,~illl •:b ; ~O~~iq?" ; ?~.~~~{a«~ > ~:°?~~i ~'>'s~;~`dE~`~~ fi~°G 3'" 1~
PctTrucb~ i 0.00~ ~ 0.0 0.00' ' i 0.00 0.001 ~ O.OD I 0.00~ ~ O.OOi ERRI ~N ~ERRi ~ ERRi I,µ.ERR
Southboun Throupn I 1641 I 1231 1871 I 1341 I 2261 I 1111 I191 1 eal I I i I I I I I
R niN I nl I, 131 241, I' 1y2~1~ 1 71 I 131 ' 151 I 91 I I I I I I I I
T"i 5~;~~ ,~?'M~t. ~ v~s; •~`~~.Q k ai r ~.yy~ •~~~~~<y~a^,^i~i'yi~ `Z2 ~L:' ' rl PctTNCb 000 0.00 000 1 000 0.00 U001 000 R I ERERR ERR
TdallNerseclanVolumel 3191 Oi 274) 5561 DI 2781 0) 372) 01 251OI 2141 01 01 01 01 01 01 01 01 0
IntersectionPdTnidkn I I 0.001 I I 0001 I Q.OQI I O.OQI I 0. 0001 I 0001 I ERRI I ERR) I ERRI I ERR
~
Intersecttan Toml ~Pct IMersectbn T~F'A
One Hour Volumes Trucks One Hour Yd Tnxb
'
4:00 1 12251 0.000 5.15 I 6961 0000
415 I 12781 0.000 5.30 I 4121 0.000
4.30 I 12581 0 000 5.45 1 2141 0.000
4 45 ( 11301 0.000 I OI ERR
5'00 I 1068) 0 000 I I
PROJECT: HOME DEPOT N~ S
JOB N0. ~
INTEASECTION• FANCNEWMAIN WVY
'J
DATE OF COUNT: MAY 21,1998
PM PEJti( HOUR BRFJIKDOWN C ~f,„..~~~/~
~ I
ApPROACAMiOVEMENT r 4,15 ~4:30 ~4 45 ~5'00 ~ +
~ ~bk trk Mc hk hor~~,l
F.astbound Througn I I I I I I I I
{{RffljMI 18~ 1 211 I 91 I 141 63
Pct Tnidka ( 0 00 0.00k -V1 0.00 I 0 00 OI
I~it I I I I M a
Westbound Through I I I I I I I I 0
~nt I I I I I I I I o
nd NL' 4';in~: ,s "~Sli~ t~ N ~ , px
< aM':bi s . ~
'
Pct Tnicke ERR ERR ERR ERR ERR
I I I
korthbound Through I 711 I 811 I 771 I 831 328
R!qM I I I ei I I I 1 0
Lx'~ vnu i~.
Trucks. 1....0.00 L~ 0.001 1 0.00 0.00 ~
soL,u,bour, rnrougn 1 1231 1 +e71 1 1341 1 ns~ 670
R ht I 13 24 I 12I N 71 ~
m i~;
` ~ ~0.001
Pct Trucb 000 0.00 1 0.60 0
I I I I I I I
Ta4at ImeBection Volume ~ 2741 0, 3581 01 2761 01 3721 0~
Inteiaection Pct Trudm I I 0.001 ( 0.001 I 0001 ( 0.001
P.H.F. a 0.8589
r ~r ~ r m
PROJECT: HOME DEPOT -
JOS N0.
INTERSECTtON: fANGHERlSOUTN D4VY
DATE OF COUNT: MAY 21,1998 `
TRAFFI,/C'OU"NT REDUGTION WORKSHEET PM PEAK HOURS
; I
I 15Minula Pariod _ppqLnnft!jLp
APPROACIMOVEMENT) 4;00 I 4:15 ~ 4•.90 I 4:46 I 5~10 I 5:15 ~ 5:30 I 5.45 I I I ~
La► 1pk wss ltrk lnals Ahk l?a-s IUk ss IUk ass IUk Inass Ihk inass Itrk lnass IUk ss IMc
I Itrk
~ ~
Easdmnd ThmuQh
Riattt 1 241 1 21 20 I 17 151 + a~ 17 171 ~ 191 I ~ I ~ I I ~ I
x24Q~ > ~N ~ ~;c ?>.;~ls N. PdTnrcka I 0.00 0.00 O.OOiI'~ O.OOf' V .00 0.00 0.00~ ~ 0.00 ERRI I ERRI I ERRI ~ ERR
1 I 1 I I I t 9 I• I I I 1 I I I I I I I I I
Wessbound Terough I I I I I r I' I I I'.' I I I I I 1 I I I I I I I
RiWM I I I I I I I ' I I I I I I ~ I I I I I ~
e
PdTnrcks I I ERRI ER A~ W EHR I~RR ' I ERRI I ERR I ERRI i ERRI ERR I ERRI I ERRI 1 ERR
I 1 I I I• I I I ~ I I , 1 I I I 1 I I ~ I I I
Northbound Through I 1101 ( 1081 1131 I 1031 I 1081 I 1031 60 I 961 I I I I I I I I
ftht I I I I 'I ~ ~I I' I A I I I 1 1 I I I I
Z"i ~K *'~-e:'!1 •~"s~l01 .a x4 ' ; x „r ~ v£°~u61:~'?~QA41~a ~CE~>;~~~~ z;~l~°~ an•`4
PdTrudas , ~ 0.00~ 0. •'0.00f • 0.00 0.00 M 0,00 0.00~,I~0.00~ ERRI I ERRI I ERRI 7 ERR
I I I 1 I 1 I I 1 .I I I I I 1 I I I I I
Scuthboun Throuqh I 1851 I 1321 2111 I 1551 1 2311 r"I 1241- - 1231 I 831 I I l I I I I I
R~ I tl I 41 0' tl I "2 ~ , o tl 1 01 I I I I I I I I ej~
' ' T~.g. ~~~tY:mt i ~E~' ~ 2~jY~j R'r.Sf~~ ~A " ~w~a2 •.'i' °~`<<. ~MxM )~~,y~ <'~d,~ti
Pd Tnicks 0.00 I~ I 0.00 OOOI I 000~ ~ I O.QOI 0.00 I 0.01~ ` O.OQ. ~ ERR ' ERR' I~A ERRI ~~kERR
! i
Total IntersecUon Valume I 3201 Ol 2~1 344~ 01 2781 01 3511 01' 24Q 0 2211 01 2021 01 DI 01 01 01 OI 01 OI 0
IMasection Pd Trucla I I 0.001 1 0. I 0.001 I 0.001 I 0.001 I 0. I O.001 C 0.001 I ERRI I ERRI I ERR{ I EFR
IrrfeisectbnToW ~Pd IrdersectknT~Pd
One Hour Valumes Trucka Qw Haur Vol Tnidcs
4,00 I 12051 0 000 5:15 I 6671 0.000
4.15 I 12421 0 000 5'30 I 4231 0.000
4:30 I 12211 0000 5.45 I 2021 0.000
4:45 I 1048) 0 ODO I 01 ERR
5•00 I 10211 0000 I I
PRAIECT: NOME DPPOT
JOH N0.
INTER9ECTION: fANCNERlSQUTH ONlY DATE OF COl1NT: MAY 21,1998
PM PEAK HOUR BREAKDOWH
APPROAC,MOVEMENT I 415 ( 130 I 4.45 I 5:00
as Ihk I- Iqk l~ It* tp¢s {bk ~TOTAI ~
Eactbound ThrouQ
~M h I I I I t I I
( 211 ( 201 ~ 17l 151 73
01, i~;t
4# ~ e~ ~
pct rn~ I o.ao o.a o.ao a 00 0
~ert I I ~ I I ~ i a
Westbound Through I I I I I I I I a
~M I I IM I I I 7 hI 1 V0y
,~`?^,t o~F~3'V
PdTnklcs~ ERR ERR ERR , ERR ER~
I I ' I I I ! I
NaMbaand Throuph I tOBI I 1131 I 1031 1 1091 435
~nt I I I I I I ~ o
Pd Trudm 0.00 0.~ 0 00i O.OD OJ
I
I I I I I 1 I I ~
Southbounc ThrouQh I 1321 I 2111 I 1551 I 231, 728
Right 41 I 01 1 2 ' 7
, ` . ~y . KA• n ~i ~ k%<,~'cf ''a~£, o r;~v
(Pd Trucks 0.00 0.00 0.001 0 00 0
I I I I I I I
rocal intarsection volume I 201 ol saal al 2761 ol 3571 o M+ ,
lnter"ctwn Pd Tnucka I I 0.001 ( 0 001 I 0.001 I 0.00
P.H.F. ■ 0 8697
FAST 1RACK ENT. Fax:509-456-5201 May 31 '98 10:21 P.07
~
;
~
I
i
_ n
_ ,
~ ~ .
,
,
~ 1°~- - ~ ~a. o•• ~ . '
,
0 0
~ n • ~ • o o ~
~y ~l . ' . ` y , ~ . :
o. a ,
~n
~ w ~ ~ t o ~v o 0
W~~' ` t y • ~ ' ' ~ ~
In
0 0•► 'oo o ~~o q ~ ~a o 6 n~
N
o ec ac ~ ~
ce
~ ~ a o 0 0 ~ r ~ ~ d ~ 1
e+'
~ ~ ~ ~
OFM o n
in
~ o ~
o ao o .
ooo~oo
W 00 ~ ~ ~ H ~ ~ 1
~ > .
a~-
R-97% 509 456 5201 05-31-98 10:40AM P007 #45
~ ~ ~ ~
Kittelson & Associates, inc. A
Transportation PlanninglTrafiic Englneering oATE PROJECT il
610 SW Alder, Suite 700 • Portland OR 97205
7elephone: (503) 228-5230
~ Fan: (503) 273-8169 PqOJECT NAME
E-maif kaipdxOagora.tdrop.com
SUBJECT ~ BY SHEET # OF
1 r ` W~L ~ d
Q /r!~ 2~~ 1 t•~ ~9, ~s~~ r~~" 2i.9 ' 1 t z• E
U~. [vt4y~~~
C~DaU~
4` G~'69 ~ Sy~ 9 a, ~p33y 55q~
•23$S~s'o - I 99170o q ~ -L3~SYS - 26V93s
Ai
Q i 12q6oooo 12~6ovou Q3 t 296 owo /29hv vv
C& ' y 23s 3 ~o o C~,~y 22~ ~ 6S
. ' ' O kui
- ;
~o.u ~~'►~e (o s '75 7
Ga. G A~; .
~ 'A~t
~~T
\4 + 9ps + S . 9 0 .
~
i, , , .
CALCULATION/DESIGN • ' 1
I,AcTransportation Kittelson & Associates, Inc.
Planning/Traffic Engineering oATE PROJECT N
610 SW Alder, Suite 700 • Porttand OR 97205
Tetephone: (503) 228-5230
~ Fax: (503) 273-8169 PROJECT NAME •
E-mafl: kalpdx0agora.rdrop.com
SUBJECT BY SHEET # OF
Tr~ IZ, f
Y.13
~
Alk ~
y~ 101
~
Vo t v " yn 4~ F
I 1,%5ccj,4 2 I. o c. /..s. .
~
~o ~f?v~- 10 Secj' t/?9 vel+. s~ , /.1►`~-~c c
n~~~~ ~
~ -
At~" _ . . . ' • . : .t r
,
I ~
rA • I' _ D( 0 va• S,<< 2~~ S2 c.. A i 1Y
~
~ g vGl~ lie
.
/o
_'L~ •
, v
~,y, f z, i z►. 9~
SU.-CA• IO 9-C = 800w~.s<<
'I ?b wj~ ' 10 SC! - I;?
/
i
CALCULATION/DESIGN • ' D
,AFF Kittelson & Associates, Inc.
Tranaportation Planning/Traftic Engineertng DATE PROJECT It
610 SW Alder, Suite 700 • Portland OR 97205
7elephone:(503)228-5230
~ Fax: (S03) 273-8169 PROJECT NAME ,
E-mall: kaipdxOagora.rdrop.com
_ h
SUBJECT BY SHEET N O ,
~ n 0
CD Q <o/J- ,
C1.p _t (7 I
0 o -6° 0
o ~ (7 n C) ~
Q
( ~ Q a a o ~
~ n a
~ fl l
~q ~ 04
I 1 1
o~ .
~ 0 o
0 0 • ~ ~ ~
oq . ~GQ
Q 9
~ I Z o a
o 19
o p ~
no ~ -1 ~ ~~4
4~ , aoZ
o 6 0
s ~
o ~ ~ t n~O ~
a o : T y " ~
r~ 0 n ! E Q
Q Q ' .
0 0 ' : ~ ~ a S
< < ~
o
Q ~ ; ~ a a 0
~ ) p • ~ ~ l,;;j - l~ S = l, ~ f~ G ~ ,
f ` ~Ub`'Z~ A:::I
t
ALCU LATION/DESIGN RECO. D
lllac< Kitteison & Associates, Inc.
Trensportetlon PlanninglTreffic Engineering DATE PROJECT If
610 SW Alder, Suite 700 • PoRland OR 97205
_ Telephone: (503) 228-5230
~ Fex. (503) 273-8169 PROJECT NAME
E-mall: kalpdxOagora.rdrop.com
SUBJECT 6) c BY SHEET N V'
, OF
~ o
ci 0
00 ! ~ , -~o ~
00
00 ~ c~ (r
~
00
~ o l ► Q o
: { o Q I i 9Q
o ~ ; I 0
0 2Q
/
oo
Q i ;
1 0 ; t ; ~ ~ , t 3 1`J
Q~ a~ ~ t ~ I O
0 q
n o - 1{ ( o
1 . 1 0 ' ` • ~ r
t j 0 o :
1 ~ ` ` ~ . • .
o
°
o
o 0 ~
. 1 0 0 O
n 9 ~ , ~ ' a Q ` / ► 0 0
~ r J ► ~ , Q C)
C)
0
n = ~ ~ ; • . ~-~J ~ 2 C~
~ S
' I O ~ • ~ ~ . ~ ~ i I -J
~ 0 O = ' + ~
1) 10
o n ~ F 4 0
°
~ 0i
Q
o
0 c) o ~ ,
0 o
o o
,
r
~
~ ~ ~ •
~ Kittelson & Associates, Inc. A
Transportation Pianning/Tratf(c Engineering DATE PROJEC711
610 SW Alder, Suite 700 • Portland OR 97205
Telephone: (503) 228-5230
~ Fax: (503) 273-8189 PROJECT NAME ,
E•mail: kaipdxQagora.rdrop.com
SUBJECT BY SHEET # OF
~
`Z} •2s ` ~~~r
~ ~ r.~.~. I"~ I 9 9S
~ v I ` O p
U1 (
0 0 ~ ± o p !1
~ o : 0
oa 0 I
o I ~ ov oZ
~ 0~ I 0 2
D ~ ~
0 2- p ! 1
~
. 2 o 1 1
o ~ o O
~
2~ 1 0 02 ~0 I
o 0
I I l r °o
0
a~ 1 f ~3
no . z Z ~ l v1 !
- 0 0 (0
o v ~ i dd
Z~ v ~
0 D 2I , " f ~
00
v
p l - I b I Uv
c i ► ~ °t 1 I v
( D 1 , 0 0 Z~ ~
1 ~1
o c~ 00 2
( o
6 ~ 00
~ o~ 00 ov r
b ~ I 0 v oD
0~ j p~ 0 0
02. ) ~ ~ (
oa i o ~ 00
00
i a 1 0~ 0 p i
o D 00 o0
o oo 00
1 D p~
,
~ 6 0 1 00
00 0
~ 0 . G c? ~ 0
~ _ ~ ~ ,
CALCULATION/DESIGN • ' •
/,Acp<r Kittelson & Associates, Inc.
Transportation PianningRraHic Engineering DATE PROJECT N
610 SW Afder, Suite 700 • PoRland OR 97205
, Telephone: (503) 228-5230
\ Fax: (503) 273-8169 QROJECT NAME i
E-mail: kaipdxOagora.rdrop.com
SUBJECT BY , 2~7 , SHEET k OF
(ic
o 1<7 - ` o o 0 '
G 6 D D o~ Da
t
p 0 o D b D 00
a f l 1 0'D dD 60
ov ro ~
00 03 6 o ° r I
0 0 0 3 6 D 0 ~
OI t 02 ~ D D l~
1 6 ~ C)!
ss0 a~ I ~1 ~ ~ o
DD ~a pZ I do
p~~ a v D Z
1 0'p b~ I 0 I
~v
aa ~ ~
~ so ~ d o I 0 0
po o~ o~ 4o
o_D a D o D
0 0 0~ - 0 0 0 0
1D~ 0 0
o T o~ 40 ~ o
1~ I r o d~ ao
D ( 0
l0 1 6 0 , ° 0
~p d C) 1 O 0 - 00
a~D o i I p o 0
0 D O o 0 0 o
0 o 0~ a~ Oc~
0 0 ol ~ lo { ca I
bp 0 ~
1 0
pQ o! o~ Io
o~ (9o 0~ 1 0 o
o~ aL) o ~ o 0
0 0 °1 Dl~ i
o 00 0
0 0 o~ o I I ao
p~O . I( I ~ 00 QD
'a O' ~ i I<%_ f.
CALCULATIOWDESIGN • ' D
lac< Kittelson & Associates, Inc.
Transportation Planning/Trafflc Engineering DATE PROJECT#1
610 SW Alder, Suite 700 • Portland OR 97205
Telephone: (503) 228-5230
~ Fax: (503) 273-8189 PROJECT NAME
E-mail: kalpdxOagore.rdrop.com
SUBJECT BY SHEET # OF
\=1Z
~J J v
00
U Z
C) Z 2
o ~ a o
~o
~o
0 o
e~
11
l
. II
do
o~ ~
o c7
00
o 0
~ OJ
0 u
v~
oa
oa
nv
' a-D
o~
' 00
bp
0o
00
o o °
oic
(2 Z
ot .
ok
C) ~ f
o~
6 -p
~ ,G
~ .
r t1
t 1 ~
~ y I
i )
~
~ ~ ~ ' 'S J !n fi~ L
' . ^
r:
$ ; Sr
r~
t
,
AppendiX ~
~
, vel of Se~ice
•
~pt~on Qf L~' r;~er~a
ds and C
pescr~
~e~ho
~
July 1998
Home Depot Reiail Center - Phase 2 Appendix B
Appendix B
~ Level of Service ConcePt
Level of service (LOS) is a concept developed to quantify the degree of comfort (including
~ such elements as travel time, number of stops, total amount of stopped delay, and impediments
caused by other vehicles) afforded to drivers as they travel through an intersection or roadway
segment. Six grades are used to denote the various LOS from A to F.l
Signalized Intersections
, The six LOS grades are described qualitatively for signalized intersections in Table B 1.
Additionally, Table B2 identifies the relationship between level of service and average stopped
delay per vehicle. Using this definition, LOS D is generally considered to represent the
minimum acceptable design standard.
Teble B1
Level of Service Definitions (Signalized Intersectiohs)
Level of
Service Average Delay per Vehicle
, q Very low average stopped delay, less than five seconds per vehicle. This occurs when progression is
extremely favorable, and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short
' cycle lengths may also contribute to low delay.
g Average stop delay is in the range of 5.1 to 15 0 seconds per vehicle. This generally occurs with good
progression and/or short cycle lengths. More vehicles stop than for a LOS A, causing higher levels of
; average delay.
C Average stopped delay is in the range of 15.1 to 25.0 seconds per vehicle. These higher delays may result
from fair progression and/or longer cycle lengths. Individual cycle failures may begin to appear at this level.
The number of vehicles stopping is significant at this level, although many still pass through the intersection
without stopping.
~
p Average stopped delays are in the range of 25.1 to 40.0 seconds per vehicle. The influence of congestion
' becomes more noticeable. Longer delays may result from some combination of unfavorable progression, I
long cycle length, or high volume/capacity ratios. Many vehicles stop, and the proportion of vehicles not ,
stopping declines. Individual cycle failures are noticeable. ~
~ E Average stopped delays are in the range of 40.1 to 60.0 seconds per vehicle. This is considered to be the ~
~ Ilmit of accePtable delaY•These hi9h delaY values 9enerallY mdicate Poor Pro9ression, lon9 cYcle len9ths, '
` and high volume/capacity ratios. Individual cycle failures are frequent occurrences.
~ F Average stop delay is in excess of 60 seconds per vehicle. This is considered to be unacceptable to most
, drivers. This condition often occurs with oversaturation. It may also occur at high volume/capacity ratios
below 1.00 with many individual cycle failures. Poor progression and long cycle lengths may also contribute
to such high delay levels.
1 Most of the material in this appendix is adapted from the Transportation Research Board, Highway Capacity Manual,
Special Report 209 (1994).
Kittelson & Associates, Inc. B-1
July 1998
Home Depot Retail Center - Phase 2 Appendix 8
~ Table B2
Level-of-Service Criteria for Signalized Intersections
Level of Service Stopped Delay per Vehicle (Seconds) ,
- - - - - ,i
i A 5.0
B 5.1 to 15.0
1
C 15.1 to 25.0
D 25.1 to 40.0
E 40.1 to 60.0
j F > 60.0
Unsignalized intersections
Unsignalized intersections include two-way stop-controlled (TWSC) and all-way stop-con-
trolled (AWSC) intersections. The 1994 Highway Capacity Manual provides new models for
estimating total vehicle delay at both TWSC and AWSC intersections. Unlike signalized
intersections, where LOS is based on stopped delay, unsignalized intersections base LOS on
~ total vehicle delay. A qualitative description of the various service levels associated with an
unsignalized intersection is presented in Table B3. A quantitative defination of LOS for
unsignalized intersections is presented in Table B4. Using this definition, LOS E is generally
considered to represent the minimum acceptable design standard.
Teble B3
General Level-of-Service Descriptions for Unsignallzed Intersectlons
~ Level of -
, Service Average Delay per Vehicle to Minor Street
i.
• ; q • Neariy all drivers find freedom of operation. ~
• Very seldom is there more than one vehicle in the queue.
~
• B • Some drivers begin to consider the delay an inconvenience. i
• Occasionally there is more than one vehicle in the queue. ~
C • Many times there is more than one vehicle in the queue.
~
• Most drivers feel restricted, but not objectionably so.
p • Often there is more than one vehicle in the queue.
• Drivers feel quite restricted.
E • Represents a condition in which tfie demand is near or equal to the probable maximum
number of vehicles that can be accomodated by the movement.
• There is almost always more than one vehicle in the queue.
• Drivers find the delays approaching intolerable levels.
F • Forced flow.
• Represents an intersection failure condition that is caused by
' geometric and/or operational constraints extemal to the intersection.
Kittelson & Associafes, Inc. B-2
' July 1998
Home Depoi Retail Center - Phase 2
Appendix B
Table B4
Level-of-Service Definitions (Unsignalized Intersections)
, Level of Service Av r T I De1
e age ota ey per Vehicle
A < 5 Seconds
B 5 to 10 Seconds
C 10 to 20 Seconds
. D 20 to 30 Seconds
E 30 to 45 Seconds
~ F > 45 Seconds ~
~ It should be noted that the LOS criteria for unsignalized intersections are somewhat different
than the criteria used for signalized intersections. The primary reason for this difference is that
drivers expect different levels of performance from different kinds of transportation facilities.
The expectation is that a signalized intersection is designed to carry higher traffic volumes than
an unsignalized intersection. Additionally, there are a number of driver behavior considerations
that combine to make delays at signalized intersections less onerous than at unsignalized
intersections. For example, drivers at signalized intersections are able to relax during the red
interval, while drivers on the minor street approaches to TWSC intersections must remain
attentive to the task of identifying acceptable gaps and vehicle conflicts. Also, there is often
much more variability in the amount of delay experienced by individual drivers at unsignalized
intersections than signalized intersections. For these reasons, it is considered that the total
delay threshold for any given LOS is less for an unsignalized intersection than for a signalized
, intersection. While overall intersection LOS is calculated for AWSC intersections, LOS is
only calculated for the minor approaches and the major street left turn movements at
TWSC intersections. No delay is assumed to the major street through movements. For TWSC
intersections, the overall intersection LOS is defined by the movement having the worst LOS
(typically a minor street left turn).
'
~
~
Kittelson & Associates, lnc. B-3
~
~
~
- , - - - -
- - - - - _ ~ ~
r ; ,It - •i I
I ~
` - - ' i - ~
-~I ~ - - 4 j
~ I l• • , ~ ~
- av, f
Ho aL; m-^m-
CI
~~"~~=►d
~
Appendix C
1998 Existi~~ ~evel of Service
Vllorksheets
~
~ ExSt-PM.CMD Mon Jun 22, 1998 14:42:37 Page 1 1 Exsrt-PM.CM6 Mon Jun 22, 1948 14•42:37 Page 1-2
" " • " " " • " 'o....------ " " 1
KITTELSON & R550CIATES, INC,; RROJECT #1668-2 KEYYELSOH & ASSCICIATES, INC.: PR0IECT #166$-2
HOME DEPOT PHASE 2- SPOKANE CauNTY, WASHiNGTON HaME DEPQT RHRSE Z- SPOKANE COUNTY, WASH[NGrON
1998 ExI5TING WEEKDAY PM PERK HOUR CONUITIOHS 1948 EXISTING WEEKDAY PM PEAx HOUR COHplT[ONS
I
Turning Movement Report Volune Northbaund Southbaund Eastbaund Uestbaund Tatal ;
Type Left Thru Right left Thru Right Left Thru Right Left Thru Right Valume k
Volume Narthbound 5outhhound Eesthound westiound 7atal
Type Left Thru kight Left Thru Right Left Thru Right Left Thru Right Volurte #2$ FANCHfR/BRQAD6IAY ~
Base TS 345 65 190 474 120 80 405 150 80 285 125 2390 I
#1 5PRAGUEIFANCHEit P/' Added Q 0 0 0 0 0 Q 0 a 0 0 0 p
Base 2 20 20 295 290 140 155 855 40 35 555 225 2632 Teta( 4 Q a G 0 p 0 4 p 0 0 a 0
Aaded 0 D D 0 0 0 0 U 0 a 0 8 0
Fotat 0 U a 0 0 Q 0 Q 4 U 0 U p +
#2 sPRaGuE/HawE II-~ Base 15 Q 35 4 0 0 0 1045 20 25 690 U 1790
Added 0 0 0 Q d D q 4 Q 0 0 0 0
Total 0 0 Q Q a D 0 6 4 a 0 0 d i
#3 SPRAGIIEIMCKENNOH e/ ~
IBase 95 Q 45 p D 0 0 980 24 35 720 a 1815
Added Q 4 0 0 0 0 Q 0 d 0 0 0 4 ~
rQtal a a a a o 0 o o o o a o a ~
#4 SPRACIIElEAGLE ACCE55I- ;
8ase 35 5 50 5 34 25 984 75 20 765 5 1997
Aaaea a o a a o 0 0 o a u o a 0 ~
Tora L a a o 0 0 o a a a o 0 0 0 i
5RRAGUEICARNRHAN/ '
Base 30 0 35 0 0 U 0 1045 45 30 800 0 1985 ndded a a o o0 a a a a o o a o !
Tota l p 0 4 0 0 0 0 0 0 0 Q Q Q ~
#b 5PRAGUE/HAVAHA----
Base 35 190 135 135 295 75 90 830 90 115 715 65 2770
Added 0 0 4 0 0 0 Q p 0 0 Q 0 4 I
Tota L a 0 0 0 0 0 0 D d 0 0• 0 Q ~
#13 FANCHERI AGGESS y I
Base 95 31 0 d 635 55 55 0 50 0 0 Q 9205
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Totat o 0 0 o a o 0 0 0 o a a a
#21 FANCHER/501lTH ACCESS ~
ease 0 400 a o aaa 5 u 0 70 a a 0 1155 ,
Added 0 0 0 0 p 0 0 0 a 0 0 0 0
74C8I ~ ~ 0 (1 a Q 'Q 0 0 Q 0 a 0
#22 5PRAGUEpDOLLAR ✓ ,
6ase 190 10 TO 15 5 95 10 2030 15 35 1665 Z 4062 Added 0 0 4 0 0 4 Q 4 Q 0 a 0 Q ;
Tota I 0 0 Q 0 0 0 0 0 0 0 0 0 p
;
~
Traffix 6.8.1599 (G) 1445 Douling Assoc. Licensed ta Kittelson, Part4and, OR Traffix 6.8.1511 (c) 1945 Dowling Assoc, Licer,sed to Kittelson, Portland, aR ;
i
"S
_ - ~a
E%ST-PFI.dfC 6-22-98 2:42p ~ Rage 1 at 7
EXST-PM.CMD Mon Jun 22, 1998 14:42:37 Page 2-1 EXST-PM.CMD Mon Jun 22, 1998 14:42:37 Page 3-1
KITTELSON b ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 t
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON 1498 EIfISTING WEEKDAY PM PEAK HOUR CONDITIONS 1998 EXISTING WEEKDAY PM PEAK NOUR CONDITIONS '
Impact Analysis Report Level Of Service Computation Report :
Level Of Service 1994 NCM Operations Method (8ase Volune Alternative) ;
,tr,t#*rrr•t,►r.t.«r,r..•*..,rr,r..,r,►tt~rrr,r*rrr+nr*r,rr,r•*.,r**tt~rrr,w«,r,r,r~,r,r~,►trr•+r~rr i
Intersection Base Future Change Intersection #1 SPRAGUE/FANCHER ,
Del/ V/ Del/ V/ in +~**t*+►**r**,►r,rra,r*~r*r*,rr*,rr,r,►,rr~rrrrr~,t,r****t,►rr,►*t,rt,rr,r~rrr,►ft*,rrt,r,r,►*,r,rr*r~.r !
LOS Veh C LOS Veh C Cycle (sec): 120 Critical Vol./Cap. (X): 0.592 j
# 1 SPRAGUE/FANCHER C 19.7 0,592 C 19.7 0.592 + 0.000 D/V Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 19.7
Optimal Cycle: 49 Level Of Service: c ;
# 2 SPRAGUE/HOt1E C 0.5 0.000 C 0.5 0.000 + 0.000 V/C *************+**+************t**++*****************+~***+**+++++.+~~i.~,r*t**,►~*#*
Approach: North Bound South Bound East Bound West Bound ;
# 3 SPRAGUE/MCKINNON C 0.6 0.000 C 0.6 0.000 + 0.000 V/C Movement: L- T- R L- T- R L- T- R L- T- R
-----....---I ...............II---------------II-..------------II---------------I !
# 4 SPRAGUE/EAGLE ACCESS C 1.1 0.000 C 1.1 0.000 + 0.000 V/C Control: Pratected Pratected Protected Protected
Rights: lnclude Include Include Ignore
# S SPRAGUE/CARNAHAN C 0.6 0.000 C 0.6 0.000 + 0.000 V/C Min. Green: 4 4 0 0 0 0 0 0 0 0 0 0
lenes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 f
# 6 SPRAGUE/HAVANA C 16.3 0.641 C 16.3 0.641 + 0.000 D/V II"""" 'll-" "'""""'"""""II_'"""'"'""" """I !
Volume Modull: # 13 FANCHER/NORTN ACCESS C 1.5 0.000 C 1.5 0.000 + 0.000 V/C Base Vol: 2 20 20 245 290 140 155 855 40 35 555 225
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
# 21 FANCHER/SOUTN ACCESS B 0.5 0.000 8 0.5 0.000 + 0.000 V/C Initial Bse: 2 20 20 295 290 140 155 855 40 35 555 0 +
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
# 22 SPRAGUE/DOLLAR 8 7.5 0.627 6 7.5 0.627 + 0.000 D/V PHF Adj: 0.66 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.00 ~
PHF Volune: 2 23 23 343 337 163 180 994 47 41 645 0 ~
# 28 FANCHER/BROADIJAY D 26.6 0.613 D 26.6 0.613 + 0.000 D/V Reduct Val: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 2 23 23 343 337 163 180 994 47 41 645 0 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 ~
Mlf Adj: 1.00 1.05 1.05 1.00 1.05 1.05 1.00 1.05 1.05 1.00 1.05 0.00 ,
' Final Vol.: 2 24 24 343 354 171 180 1044 49 41 678 0 ,
---------------~I--------------- 11 Saturetion F ow Module: '
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ~
Adjustment: 0.92 0.90 0.90 0.92 0.92 0.92 0.92 0.96 0.96 0.92 0.97 1.00 '
Lanes: 1.00 1.00 1.00 1.00 1.35 0.65 1.00 1.91 0.09 1.00 2.00 1.00 i
Final Sat.: 1752 1716 1716 1752 2363 1142 1752 3489 164 1752 3684 1900 ~
'
:
Capecity Ana ysis Module: 11 11- -
Vol/Sat: 0.00 0.01 0.01 0.20 0.15 0.15 0.10 0.30 0.30 0.02 0.18 0.00
C!'lt MOVeS' i*** ***t
Green/Cycle: 0.03 0.03 0.03 0.33 0.33 0.33 0.19 0.50 0.50 0.04 0.35 0.00 ~
Volume/Cap; 0.03 0.42 0.42 0.60 0.46 0.46 0.53 0.60 0.60 0.60 0.53 0.00 I
I ---------------II...------....--II--------------- ~
level Of Service Module: I i
Delay/Veh: 36.3 38.2 38.2 23.1 20.8 20.8 29.4 14.2 14.2 45.7 20.7 0.0 j
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ~
AdjDel/Veh: 36.3 38.2 38.2 23.1 20.8 20.8 29.4 14.2 14.2 45.7 20.7 0.0 ;
Oueue: 0 1 1 10 9 5 6 25 1 2 18 0
*,tari,r,r**,rtf ~r,►t,►r**~r*+r r f i,t~,r,►r r,tr,r,r*,r,►*~,r,r,rr*rt rf r,r*,r,r,rrrr,r*,rr*~ rt#+,rr*i rr ~,r,r
i
Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1945 DaWling Assoc. licensed to Kittelson, Portland, OR '
I
t
. a
EXST-PM.OUT 6-22-98 2:42p Page 2 of 7 ~
~ rr rr ~r r ~r ~ r ~r ~r ~r ir ~ r~ ~r ~ wr a~
ExST-PM.CMO Mon Jun 22, 1998 14:42:37 Page 4-1 EXST-PM.CMD Mon Jun 22, 1498 14:42:37 ~ Page 5-1 (
;
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON 8 ASSOClATES, INC.: PROJECT #1668-2 j
HOME DEPOT PNASE 2- SPOKANE COUNTY, WASHINGTON NOME DEPOT PNASE 2- SPOKANE CWNTY, uASHINGTON !
1998 EXISTING WEEKDAY PM PEAK NOUR CONDITIONS 1998 EXISTING UEEKDAY PM PEAK HOUR CONDITIONS '
~
Level Of Service Computation Report level Of Service Computation Report ,
1994 HCM Unsignalized Method (Base Volume Alternative) 1994 HCM Unsignalized Method (Base Volume Alternative)
*rrt**~****~t*t***w********ttr~********~*t~.~**tr.*t**s******•.rr*****~***~:•r** ***r~rtt*****~***tr.rttt~r~~tt~rr~r***~ttttr~~**t***~*****~~*~**rx~~**r~~+~~++**
Intersection #2 SPRAGUE/HOWE lntersection #3 SPRAGUE/MCKiNNON '
ti~**r***t**************r*r*rrr~~*****~rrrr*******~**r*~****rs*rr~~*~******rtr** *r**~t~t~*~r*~f**~~r~~*~~rt~****rrr~tt*t**r*rr~*r***t****~*~*~~*r~****r**.r~***• i
Average Delay (sec/veh): 0.5 Worst Case Level Of Service: C Average Delay (sec/veh): 0.6 uorst Case Level Of Service: C~
##ttt*t**#*t~***~**i**#tA*i*iit#if*****~#**~***AAAf*~#A**#***M*i*#*###*#R***~##* ***t****#**t**##f*A*~*t********f************#***t*********#i*~***~*****!t##*#*** l
Approach: North Buund Sauth Bound East Bound West 8ound Approach: North Baund South Bound East Bound West Bound ;
Movement: L_ T- 'R_ "L'.. T- R L- T- R L- T- R Movement: L__ T- R L- T- R L- T- R L- T- R I
~~III~I I~I ""~I " '
' " i
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Rights: Include Include Include Include Rights: Include Include Include Include
lenes: 0 0 1! 0 0 0 0 0 0 Q 0 0 1 1 0 1 0 2 0 0 lanes: 0 0 1! 0 0 0 0 11 0 0 1 0 1 1 0 1 0 2 0 0
~-----••--------II---•---------•-~I--------------- ---------------I ---------...I........-------II----....-------II------.........II....._.....----~ ~
Yolume Module: Uolume Module:
Base Vol: 15 0 35 0 0 0 0 1005 20 25 640 0 Base Vol: 15 0 45 0 0 0 0 980 20 35 720 0 ~
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I
Initial Bse: 15 0 35 0 0 1 0 0 1005 20 25 690 0 Initial Bse: 15 0 45 0 0 0 0 980 20 35 720 0 I
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '
PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PNF Adj: 0.90 0.90 ' 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.40 !
PHF Volume: 17 0 39 0 0 0 0 1117 22 28 767 0 PNF Volume: 17 0 SO 0 0 0 0 1089 22 39 800 0 ;
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ~
Final Vol.: 17 0 39 0 0 0 0 1117 22 28 767 0 Final Vol.: 17 0 SO 0 0 0 0 1089 22 39 800 0
I ---------------II---------------II--------------- -------------._I I II--------------- 11 II-----...._._.__I
Adjusted Volune Module: Adjusted Volume Module: ;
Grade: OX OX OX OX Grade: OX OX OX OX i
X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx !
X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx i
PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 ~
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ~
Trck/Cmb PCE: xxxx xxxx xxxx ~cxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx ~
Adj Vol.: 18 0 43 0 0 0 0 1117 22 31 767 0 Adj Uol.: 18 0 SS 0 0 0 0 1089 22 43 800 0 ,
---------------II---------------~I--------------- I I ~I--------------- I ,
Criticel Gap Module: Critical Gap Module: I I;
MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx ~
Critical Gp: 4.0 xxxx 9.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx Critical Gp: 4.0 xxxx 9.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx
---...---1-----•---------11 I1 I~---------------I I 11 I I
Capacity Module: Capacity Module: ~
Cnflict Vol: 1922 xxxx 569 xxxx xxxx xxxxx xxxx xxxx xxxxx 1139 xxxx xxxxx Cnflict Vol: 1939 xxxx 556 xxxx xxxx xxxxx xxxx xxxx xxxxx 1111 xxxx xxxxx i
Potent Cap.: 302 xxxx 375 xxxx xxxx xxxxx xxxx xxxx xxxxx 419 xxxx xxxxx Potent Cap.: 299 xxxx 388 xxxx xxxx xxxxx xxxx xxxx xxxxx 434 xxxx xxxxx .
Adj Cap: 0.93 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx Adj Cap: 0.40 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx :
Move Cap.: 280 xxxx 375 xxxx xxxx xxxxx xxxx xxxx xxxnx 419 xxxx xxxxx Move Cap.: 269 xxxx 388 xxxx xxxx xxxxx xxxx xxxx xxxxx 434 xxxx xxxxx
(
11 I I ) I 11 I I I '
Level Of Service Module: Level Of Service Module: `
Stopped Del: 13.7 xxxx 10.7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.2 xxxx xxxxx Stapped Del: 14.3 xxxx 10.7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.1 xxxx xxxxx j
LOS by MOVe• * * * * * * * * * 8 * * LOS by MOVe• * * * * * * * * * 8 * *
Movement: ~ lT - - RT LT - LTR - RT LT • LTR - RT LT - LTR - RT Movement: ~ LT - - RT LT - LTR - RT LT - lTR • RT LT - LTR - RT ~
Shared Cap.: xxxx ~c xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx 9 xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ~
Shrd StpDet:xxxx 1. xxxx xxxxx xxxx xxxxx xxxxn xxxx xxxxx ~acxx xxxx xxxxx Shrd StpDel:xxxx xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx '
Shared IOS: • * * * * * * * i * Shared LOS: * C * * * * * * * * * * ,
ApproachDel: 11.6 0.0 0.0 0.4 ApproachDel: 1. 0.0 0.0 0.5 .
~
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portlend, OR Traffix 6.8.1511 (c) 1995 Doaling Assoc. licensed to Kittelson, Portland, OR ~
U V
# oL1 i
= ~ .
~
c c " 3yq ' ;s
~
El(ST-PM.OUT 6-22-98 2:42p Page 3 of 7
~ rr r rw ~r r~ s~ ~ ~r r~r ir ~~~r ~ w~ r
a _ - - - - . . _
ST-PM.CMD Mon Jun 22, 1998 14:42:37 Page 6-1 El(ST-PM.CMD Mon Jun 22, 1998 14•42.37 Page 7•1
'
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTEISON & ASSOCIATES, INC.: PROJECT #1666-2 '
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON NOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGiON '
1998 EXISTING WEEKDAY PM PEAK HO11R CONDITIONS 1998 El(ISTING WEEKDAI' PM PEAK HOUR CONDITIONS
.
Level Of Service Computation Report level Of Service Computation Report j
1994 HCM Unsignalized Method (Bese Volune Alternative) 1994 MCM Unsignalited Method (Base Volume Alternative) ~
**tk+4*#**i*#tlri****iii***tM*iitkii*Atf#**#**tktk**t4iRiri4~*t****i#MtFtktkfl*1fA*t1r#t#Irt*** *##t**tF**f**##t**ii***f*****##*i*#*#~***i*1~i~****1r**i##*******tFttlri**1r#t*********
Intersection #4 SPRAGUE/EAGLE ACCESS Intersection #5 SPRAGUE/CARNAHAN ~
*t*+k***#ifF#*tk*****InR#**ltMtM*itk*tlrt*tMt*#**MtM#tF***i*t/rttk*tFlrfi#f*Iriiifti##*i###*#**** *+ktfi~~*#**1r*AM*tFtF******ifirlr#Yri*i*lrirtlr4***f#**i***t#i~*i#****i*#*At*1rf***#~kt*** '
I
Average Delay (sec/veh): 1.1 uorst Case Level Of Service: C Average Delay (sec/veh): 0.6 uorst Case Level Of Service: C i
tr~rrrrr~,r*tttt~rt,rtt,tw,►,r,t,r,tt,r,t,t,tt*t,tt,t~,t*t,t**itrtt,trt,t~t*+t*t~,t,t,t+t,►frt,►,t~t~r~,►*,r,r,r,► ,rr,r,►,r*r,ti,t,ttt~r**,r,r**~,rt,►#*,r,r,r,t~,tr,t,r**,r~*tne,r~rr*,r~~,r,trtrrt,r,r,t*,t,t,t,tr~*s,rtrr~,rrtrrr i
Approach: North Bound South Bound East Bound 41est 8ound Approach: North Bound South Bound East 8ound IJest Bound !
Movement: L- T R L- T R l- T- R L- T- R Movement: L- T- R L- T- R L- T- R L- T- R
------------I---------------II---------------II---------------II--...----------I ------------I----------9----II--------------- -•--------.....I
Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Si n Stop Sign II Uncontralled II Uncontrolled ,
Rights: Include Include Include Include Rights: Include Include Include Include '
lanes: 0 1 0 0 1 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0 Lanes: 0 0 11 0 0 0 0 0 0 0 1 0 1 1 0 1 0 2 0 0 '
~---------------II-----------•---II.....----------II---------------I ---------...I..-------------I~---...---------II---------------I~-------...----•~
Volume Module: + Volune Module:
Base Uol: 35 5 50 2 5 30 25 960 75 20 765 5 Aase Vol: 30 0 35 0 0 0 0 1045 45 30 800 0 ~
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 GroWth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initiel ese: 35 5 50 2 5 30 25 980 75 20 765 5 Initial Bse: 30 0 35 0 0 0 0 1045 45 30 800 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.44 0.94 0.94 0.94 0.94 0.94 0.94 I
PHF Volume: 39 6 56 2 6 33 28 1089 83 22 850 6 PHF Volume: 32 0 37 0 0 0 0 1112 48 32 851 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 (
Final Vol.: 39 6 56 2 6 33 28 1089 83 22 850 6I Final Vol.: 32 0 37 0 0 0 0 1112 48 32 851 0 '
.._...------I---------------II------•--------II--------------- II _ _ ------------I ------------...II--------------- 11 ---...._......_I '
Adjusted Volune Module: Adjusted Volune Module:
Grade: OX OX OX OX Grade: OX 0% 0% OY.
X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Trck/Cmb PCE: xxx xxxx .xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx
Adj Vol.: 43 6 61 2 6 37 ' 31 1089 83II 24 850 .6I Adj Vol.: 35 0 0 0 0 0 1112 48 35 851 0
I
I-- II--------------- II'-------------- _...--------I II---------------II----••---.....
Critical Gap Module: Critical Gap Module: I I
MoveUp Time: .4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx xxxxx 2.1 xxxx xxxxx MoveU p Time: 3.4 xxxx 2.6 xxxxx xxxx xxx x x x x x x x x x x x x x x x x 2.1 x x x x x x x x x
i
Critica l Gp: 4.0 3.5 9.6 4.0 3.5 9.6 5.5 xxxx xxxxx 5.5 xxxx xxxxx Critical Gp: 4.0 xxxx 9.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx ~
Capacity Modlle: ..---------II•----•---------~I---•-----------II--------------- ~ Capacity Modlle:----------- II ---------------~I.....---------
Cnflict Vol: 2033 2036 586 1494 2075 428 856 xxxx xxxcx 1172 xxxx xxxxx Cnflict Vol: 2019 xxxx . 580 xxxx xxxx xxxxx xxxx xxxx xxxxx 1160 xxxx xxxxx ~
Potent Cap.: 281 372 361 288 365 519 595 xxxx xxxxx 403 xxxx xxxxx Potent Cap.: 283 xxxx 367 xxxx xxxx xxxxx xxxx xxxx xxxxx 409 xxxx xxxxx ;
Adj Cap: 0.84 0.89 1.00 0.75 0.89 1.00 1.00 xxxx xxxxx 1.00 xxxx xxxxx Adj Cap: 0.41 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx ~
Move Cap.: 236 332 361 216 325 519 595 xxxx xttxcxll 403 xxxx xxxxxl Move Cap:_ 259 xxxx 367 xxxx xxxx xxxxx xxxx xxxx xxxxx 409 xxxx xxxxx i
---I ---------------------...--------------------I ;
level Of Service Module: level Of Serlice Module: II ' ,
StopPed Del: 18.3 11.0 11.8 16.8 11.3 7.4 6.3 xxxx xxxxx 9.5 xxxx xxxxx Stopped Del: 15.8 xxxx 10.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.5 xxxx xxxxx
LOS by MOVe: * * C * * * B " t B * * LOS by MOVe: * * * * * * * * * g + * ;
Movement: - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Movement: LT - - RT LT - LTR - RT LT - lTR - RT LT - lTR - Ri '
5hared Cap.: xxx xxxxx xxxx 449 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ~
Shrd StpDet: xxx xxxxx xxxxx 8.8 xxxxx xxxxx xxxx xxxxx xxxnx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx zxxxx xxxx xxxxx i
Shared IOS: * * 6 * * ~ * * * * Shared LOS: * * * * * * * * * + * ~
ApproachDel: 14.3 8.4 0.2 0.3 ApproachDel: 13.2 0.0 0.0 0.4 ;
i
1
Traffix 6.8.1511 (c) 1995 DoWling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, oR ~
V LIC? ~ ~
. ZS
c Zys ~ - 0 ,
S
30 t
a
~
EXST•PM.OUT 6-22-98 2:42p Page 4 of 7 Y- J-
E?(ST-PM.CMD Mon Jun 22 1998 14•42.37 Page 8-1 EXST-PM.CMD Mon Jun 22, 1498 14:42:37 Page 9•1 ~
,
KITTELSON 8 ASSOCIATES, 1NC.: PROJECT #1668-2 KITIELSON 8 ASSOCIATES, INC.: PROJECT #1668-2 HOME DEPOT PHASE 2- SPOKANE COUNTY, IJASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTI', WASHINGTOId
1948 EXISTING WEEKDAY PM PEAK HOUR CONDITIONS 1998 EXlSTING WEEKDAIf PM PEAK HIX1R CONDITIONS
Level Of Service Computation Report Level Of Service Computation Report
1494 HCM Operations Method (Base Volune Alternative) 1944 NCM Unsignalized Method (Base Volume Alternative) ~
,rt,~t~r,t**,t,tt*,r,t,t,r,t,t,ttr#rrt,►rrr*t*,►,r*,r,t*,r,t,t►*,e*t,►rtr«r,rrre*,rt**,r,tt,r,r*~rrrt,tt*~r*,r t***t,►r,rr,~,r,rrrr,tt*+r~,r,rr**t,t*t,t,r,t,rt,r*t,r*,r***~**,t~*tf,r*+r**,t,tt*tntrr,►*,rtt~r~~,►,tr~,r*r
lntersection #6 SPRAGUE/NAVANA lntersection #13 FANCHER/NORTH ACCESS ~
tFt*t+Fttt##****tM*#tdr*M#Mlr#i*t*7k*M**tk#***Rtk#**A*ttt*#*****f#*#*1t#**t*i**fM#i#*tt**tAtF *tMlr**fAtllnk***i*tY#1rlr#t~*1AA***Ir1rtt1t►**t***itt#*fk*#A********#*f****At*t*iA****#***~
Cycle (sec): 100 Critical Vol./Cap. (X): 0.641 Average Delay (sec/veh): 1.5 Worst Case Level Of Service: C
lass Time (sec): 9(Y+R = 4 sec) Average Delay (sec/veh)• 16.3 ************+•+********************************************+•****+**+r.**~+.~.~*~
Optimal Cycle: 45 Level Of Service: ~ C Approach: North Bound South eound East Bound uest Bound I
t,rt,~rt,r,r~,►,t*,rt*******#rt,►r~►~,►~rrttt**r*#t►,►,t**,t,t,r,t~i,►~~,►r*t,r,r*~r*~t,rr**t,rr*,rr** Movemellt: L- T- R L- T- R L- T- R L- T- R
Approach: North eound South eound Eest 8ound West Bound ~
------------I - - - . -
Movement: _I_L___ -T.____R . L- T:_R L- T- R L- T- R Control: Uncontrolled II Uncantralled II StopSign (I Stop Sign I
- . - Rights: Include Include Include Include ~
Control: Permitted II Permitted II ProtectedI) Protected I lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 '
Rights: Include Include Include Include ~
..----------I---------------II_....----------~I--------•------I~------------
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Valune Module: ;
Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 Base Vol: 95 315 0 0 635 SS 55 0 50 0 0 0 i
I " " " " " " " ' " Growth Ad1': 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 ,
Volume Module: Initial Bse: 95 315 0 0 635 55 SS 0 50 0 0 0 ;
Base Vol: 35 190 135 135 295 75 90 830 90 115 715 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ;
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 ;
Initial ese: 35 190 135 135 245 75 90 830 90 115 715 65 PNF Volune: 110 366 0 0 738 64 64 0 58 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PHF Adj: 0.96 0.96 0.46 0.96 0.96 0,96 0.96 0.96 0.96 0.96 0.96 0.96 Final Vot.: 110 366 0 0 738 64 64 0 58 0 0 0
PHF Volume: 36 198 141 141 307 78 94 865 94 120 745 68 ------------I ~I"" " " """"'"""'"'~I""""" " I ~
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Adjusted Volume Madule: +
Reduced Vol: 36 198 141 141 307 78 94 865 94 120 745 68 Grade: OX Ox 0% 0%
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I
MLF Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.05 1.05 1.00 1.05 1.05 % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Final Vol.: 38 208 148 148 323 82 94 908 98 120 782 71 PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 '
" Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Saturation F ow Module: Trck/Cmb PCE: xxxx xxxx xxxx xxxx xx xxxx xxxx xxxx '
Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Vol.: 122 366 0 0 738 64 70 0 64 0 0 0 ~
Adjustment: 0.71 0.71 0.71 0.61 0.61 0.61 0.92 0.96 0.96 0.92 0.96 0.96 ~--------------'II""" " II" "'"II" "'I lanes: 0.19 1.06 0.75 0.53 1.17 0.30 1.00 1.81 0.19 1.00 1.83 0.17 Critical Gap Module: ;
Final Sat.: 261 1428 1016 619 1352 343 1752 3297 356 1752 3348 304 MoveUp Time: 2.1 xxxx xxxxx xxxxx xxxx xxxxx 3.4 xxxx 2.6 xxxxx xxxx xxxxx ~
'
11 " Critical G 5.5 xxxx xxxxx xxxxx xxxx xxxxx . xx
.
- I I I P' . xxxx xxxx xxxxx
Capacity Ana ysis Module: I--------------- II'-------------- --------------------I
Vol/Sat: 0.15 0.15 0.15 0.24 0.24 0.24 0.05 0.26 0.28 0.07 0.23 0.23 Capacity Module:
Crit Moves: Cnflict Vol: 802 xxxx xxxxx xxxx xxxx xxxxx 1247 xxxx 401 xxxx xxxx xxxxx
Green/Cycle: 0.37 0.37 0.37 0.37 0.37 0.37 0.10 0.43 0.43 0.11 0.44 0.44 Potent Cap.: 636 xxxx xxxxx xxxx xxxx xxxxx 469 xxxx 552 xxxx xxxx xxxxx ~
Volume/Cap: 0.39 0.39 0.39 0.64 0.64 0.64 0.53 0.64 0.64 0.64 0.53 0.53 Adj Cep: 1.00 xxxx xxxxx xxxx xxxx xxxxx 0 xxxx 1.00 xxxx xxxx xxxxx ;
Move Ca 636 xxxx xxxxx xxxx xxxx xxxxx 379 xx 552 xxxx xxxx xxxxx
Level Of Serlice Module: -------P
_II" II' II' I I
I ...............I~------------•--~I--------------- !
Delay/Veh: 15.0 15.0 15.0 17.8 17.8 17.8 30.1 15.1 15.1 32.6 13.7 13.7 Level Of Service Module:
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Stopped Del: 6.9 xxxx xxxxx xxxxx xxxx xxxxx 11.4 xx 7.3 xxxxx xxxx xxxxx ~
AdjDel/Veh: 15.0 15.0 15.0 17.8 17.8 17.8 30.1 15.1 15.1 32.6 13.7 13.7 LOS by Move: B * * * * * C " B * * * '
Queue: 1 4 3 4 8 2 3 20 2 4 16 2 Movement: LT - LTR - RT lT - LTR - RT - LTR - RT LT - LTR - RT ,t,r**r,tr,t,rf,r,r,t,t,t,trr,t,ttrrttr*t,t,rfr,t,t,rrttrt,►,t,t,ttr,trtr,t*~,rrt~rr,rr*,tt,r,t,rr~,r,trt***,rr~~tr Shered Cap.: xxxx xxxx XxXxX xxxx xxxx x%%%x xxxx XXXX xxXXX XXxX xxxx xxxxx '
. Shrd StpOel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shar2d LOS: • * * * * * * * * * * *
ApproachDel: 1.7 0.0 9.4 0.0 '
I
Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR !
C- 3-7 1 s
~
~
EXST-PN.OUT 6-22-98 2:42p Page 5 of 7 '
m m r r m
,
EKST-PM.CMD Mon Jun 22, 1998 14•42.37 Page 10-1 EKST-PM.CMD Mon Jun 22, 1998 14:42:37 Page 11-1 ~
~
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC.: PROJECT #1668-2 i
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME OEPOT PHASE 2- SPOKANE COUNTY, IJASHINGTON ~
1998 Ef(ISTING WEEKDAY PM PEAK HOUR CONDITIONS ~ 1998 EXISTING WEEKDAY PM PEAK HOUR CONDlTIONS
.
level Of Service Computation Report level Of Service Canputation Report
1994 HCM Unsignalized Method (Base Volune Alternative) 1494 HCM Operations Method (ease Volume Alternative)
~
tt#1r~Fftt##**t~ti**t***#**t*t**t#*#*ffAi#t1r**fftt4*#i1*#t**t*f##~irt**iti*iti*****t f##*****i***t****iAi*t#ir******A~*t***t*i*ir***~**f!#f*i*****i*i1R#*#t!f*~t*****~*
Intersection #21 FANCHER/SOUTH ACCESS lntersection #22 SPRAGUE/DOILAR ~
,r,rr*,t~r,r*r,r,r,t,r,r*f,t,t,t*~**t~frr,t,rt,t,tt«,r,t,rt*r,t,►,r*,t,r*,t,t,t,r,t~rr,t,t,rrrt+r**,t,t,r~,e,rtt*r*tr,t ,r,t,rr,r~rr#*,►,r••,r,r,r,r,rr,r~~trt,r,r,r•rr,r,r,r~t*~,r,r.*+nr,r+*~r.*r~~~tr~,r~i,t,►t«~,r~*•r«,~,►r*«*..,r
Average Delay (sec/veh): 0.5 Norst Case Level Of Service: 8 Cycle (sec): 100 Critical Vol./Cap. (X): 0.627
""'**'"'`'`***f*'"`**"'`'"*'`*''*t*'`'`*'`"*"`**"*t*"**'***"*************'*********** loss Time (sec)• 9(Y+R = 4 sec) Average Delay (sec/veh): 7.5
Approach: North Bound South Bound East Bound West eound Optimal Cycle: 43 Level Of Service: B
MOVement: L- T- R L- T- R L- T- R L- T- R ++rr*r*,r*,t,r*,►r,rrr:r*r*+#*,r,r,rtt,t,r,rra*r,~,r,r,rtttrr,r,r*,rtrt,r~r,rr*r,r*r,r*,t,tr,r,rr,►~*,r~,~,rt,r
' " " " " " " " " " " " Approach: North eound South 8ound East Bound Nest Baund e
Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Movement: L : T __."R L- T_ R L- T- R L- i- R ~
Rights: Include Include Include Include 'II" "II"" " " " " " " 'II"'"'"'--" "'"'"I
lanes: 0 0 2 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 C o n t r o l: P e r mit te d Permit t e d Protecte d Protecte d
~ Rights: lnclude lnclude Include Include
Volwne Modute: Min. Green: 0 0 0 0 0 0 4 0 0 4 0 0 ~
Base Vol: 0 400 0 0 680 5 0 0 70 0 0 0 lanes: 1 0 0 1 0 0 0 11 0 0 1 0 2 1 0 1 0 2 1 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 II" """"""'ll"" I j
. I
Initial Bse: 0 400 0 0 680 5 0 0 TO 0 0 0 Volune Modute: II----
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ease Vol: 190 10 10 15 5 15 10 2030 15 35 1665 2 i
PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.81 0.87 0.87 0.87 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i
PHF Volume: 0 460 0 0 782 6 0 0 80 0 0 0 Initial Bse: 190 10 70 15 5 15 10 2030 15 35 1665 2 ;
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ~
Finel Vol.: 0 460 0 0 782 6 0 0 80 0 0 0 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 ~
I ~ ~ ~ ~ PHF Volume: 198 10 73 16 5 16 10 2115 16 36 1734 2 i
Adjusted Volune Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ~
Grade: 0% OX OX OX Reduced Vol: 198 10 73 16 5 16 10 2115 16 36 1734 2 ;
X Cycle/Cers: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx MlF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.00 1.10 1.10 ~
PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Final Vol.: 198 10 73 16 5 16 10 2326 17 36 1908 2 ~
Cyc UCar PCE: xxxx xxcx xxxx xxxx xxxx xxxx xxxx xxxx ---------------~I"""'"""" "'"'"II'"""" " II"" 'I ~
Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xx xxxx xxxx Saturation F ow Modute:
~
Adj Vol.: 0 460 0 0 782 6 0 0~ 0 0 0 Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ~
I""""'"'"""' ~ ~ ~ Adjustment: 0.83 0.84 0.84 0.73 0.73 0.73 0.92 0.97 0.97 0.92 0.97 0.97 ~
Critical Gap Modute: lanes: 1.00 0.12 0.88 0.43 0.14 0.43 1.00 2.98 0.02 1.00 2.99 0.01 ,
MoveUp Time:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2.6 xxxxx•xxxx xxxxx Final Sat.: 1568 193 1411 596 186 596 1752 5494 40 1752 5528 6 ~
Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 9.6 xxxxx xxxx xxxxx .......___...._I
11 II CaPacitY Ana Ysis Modute:
;
Capacity Modute: Vol/Set: 0.13 0.05 0.05 0.03 0.03 0.03 0.01 0.42 0.42 0.02 0.35 0.35 ~
Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 394 xxxu xxxx xxxxx Crit Moves: '
Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 562 xxxx xxxx xxxxx Green/Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.04 0.67 0.67 0.04 0.67 0.67 ~
Adj Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx'xxxx xxxxx Volume/Cap: 0.63 0:26 _0_26 0.13 0.13 0.13 0.14 0.63 0.63 0.51 0.52 0.52 ;
Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 562 xxx xxxx xxnxx ------------I II" I~"""'""" """"I ~
~
------------I ---------------II---.....----...II------------ level Of Service Modute:
I .
level Of Service Modute: DelaY/Veh: 26.5 21.9 21.9 21.3 21.3 21.3 30.0 6.3 6.3 35.3 5.5 5.5
Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxtt 7.5 xxxx xxxx xxxxx User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ~
LOS by Move: * * * * * * * * B * * * AdjDel/Veh: 26.5 21.9 21.9 21.3 21.3 21.3 30.0 6.3 6.3 35.3 5.5 5.5
Movement: LT - LTR - RT lT - LTR - RT LT - LTR - R LT - LTR - RT Queue: 5 0 2 0 0 0 0 37 1 1 27 0 ~
Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ;
Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xzxxx xxxx xxxxx xxxxx xxxx xcxxx I
Share LOS: ,
Approach0el: 0.0 0.0 7.5 0.0 ~
Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR I
s~2 "s
~
ti
EXST-PN.OUT 6-22•98 2:42p Page 6 of 7
~ "
EKST-PM.CMD Mon Jun 22, 1998 14:42:37 Page 12-1
~ .
KITTELSON &ASSOCIATES, INC.: PROJECT #t1668-2 HOME OEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON i
1998 EXISTING NEEKDAY PM PEAK HOUR CONDITIONS
.
I
~
Level Of 5ervice Computation Report . I
1994 HCM Operations Method (Base Volume Alternative) ~
rt*,rt,r,rrtrr,r,r,r,rt+t,rt,t,r,►**r~r*r~,►ss,r,t,►,r,►►**,rrr**,t*r,►rt*r,r,►*,t*,t,r,►t,t,r,r,►~~r*~~~*t***rrrr~ ~
Intersection #28 FANCHER/BROADWAY
*rt,r,r,r,►,r,t,rtrrr,rr~,r,r#,rtrtr,r,rr*,rrstt,r,r,►,r~~,r~rtt**r,tr,►r,►r**t*,r*,r,r,r**~~**rrr#,r*,r,r*,►i~ ;
Cycle (sec): 120 Critical Vol./Cap. (X): 0.613 ~
. loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 26.6 I
Optimal Cycle: 51 level Of Service: D i
*****tM*tA****t*******i***i#iilnk****#***f**fi'*fkAt**~t***tkfF*fM R11r#tM1#*1#f #**#*frA*tM*
Approach: North Bound South Bound East Bound West Bound ~
Movement : L- T- R L- T- R L- T- R L- T- R ,
,
Cantrol: Protected Protected II Split Phase II Split Phase I
Rights: Include Include Include include '
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 '
,
Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 1 0 1 0 1 0 1 0 ;
- - -
~I
II ,
"
Valume Module:
ease Vol: 75 345 65 190 470 120 80 405 150 80 285 125 i
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ~
[nitial Bse: 75 345 65 190 470 120 80 405 150 80 285 125 ~
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i
PNF adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 j
PNF Volume: 81 371 70 204 505 129 86 435 161 86 306 134 '
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 81 371 70 204 505 129 86 435 161 86 306 134
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.05 1.05 1.00 1.05 1.05 1.05 1.05 1.00 1.05 1.05 1.05 ~
Final Vol.: 81 340 73 204 531 135 90 457 161 90 322 141 ---------------I~--------------- ---•-----...---~I-----........_.I ~
Saturation F ow Module: i
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1400 Adjustment: 0.92 0.95 0.95 0.92 0.94 0.94 0.46 0.96 0.83 0.92 0.92 0.92 ;
lanes: 1.00 1.68 0.32 1.00 1.59 0.41 0.33 1.67 1.00 0.33 1.16 0.51 '
Final Sat.: 1752 3045 570 1752 2853 725 601 3051 1568 571 2042 894
...--------•---I~--------------- - I ~
Capacity Ane ysis Module: I ,
Vol/Sat: 0.05 0.13 0.13 0.12 0.19 0.19 0.15 0.15 0.10 0.16 0.16 0.16
Crit Moves•
Green/Cycle: 0.08 0.21 0.21 0.19 0.32 0.32 0.24 0.24 0.24 0.26 0.26 0.26
Volume/Cap: 0.58 0.61 0.61 0.61 0.58 0.58 0.61 0.61 0.42 0.61 0.61 0.61
.....-------I ----....-------I I
level Of Service Modute: i
Delay/Ueh: 38.8 28.9 28.9 31.2 22.6 22.6 26.4 26.9 25.1 26.3 26.3 26.3 !
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 !
AdjDel/Veh: 38.8 28.9 28.9 31.2 22.6 22.6 26.9 26.9 25.1 26.3 26.3 26.3 i
0ueue: 3 12 2 7 15 4 3 14 5 3 10 4 ~
•r*,tt*t,r,r~,►~*,►s,►,t,trtttr**,r**,t*tr+,r,t*r*,r*rf,tt*,r,►,r~ff,~,ttt*,t*r►#,r,►t,r,~,r,t,rr*~*,r,rr*,r~**rt,► ~
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR ~
S
~
z
y
EXST-PM.OUT 6-22-98 2:42p Page 7 of 7
. _ _ . - - . -
EXST-WK.CMD Mon Jun 22, 1998 14:43:04 Pa9e 1-1 EXST-41K.CND Mon Jun 22, 1998 14:43:09 Page 1-2
KITTEISON $ ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON 8 A5SOCIATES, INC.: PROJECT #1668-2 I
HOME DEPOT PNASE 2- SPOKANE COUNTY, WASHINGTON NOME DEPOT PHASE 2- SPOKANE COUNTY, IJASHINGTON !
1998 EXISTING WEEKEND NOON PEAK HOUR CONDITIONS 1998 EXISTING 41EEKEND NOON PEAK HOUR CONDITIONS ~
Turning Movement Report Volune Northbound Sauthbound Eastbound Westbound Total i
Type left Thru Right left Thru Right left Thru Right Left Thru Right Volume ~
Volume Northbound Southbound Eastbound Westbound Total ~
Type Left Thru Right Left Thru Right left Thru Right Left Thru Right Volune #28 FANCNER/BROAOWAY
ease 45 155 60 65 165 65 30 75 20 65 175 35 955
#1 SPRAGUE/FANCHER Added 0 0 0 0 0 0 0 0 0 0 0 0 0~
ease 5 10 25 160 110 150 150 760 40 50 675 40 2375 Total 0 0 0 0 0 0 0 0 0 0 0 0 0;
Added 0 0 0 0 0 0 0 0 0 0 0 0
Total o 0 0 0 0 0 0 0 0 0 0 0 0 #2 SPRAGUE/HOtiIE ✓
~
ease 5 0 20 0 0 0 0 930 20 5 810 0 1790 ;
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 '
#3 SPRAGUE/MCKINNON ✓ '
Base 15 0 50 0 0 0 0 815 25 35 770 0 1770 ~
Added 0 0 0 0 0 0 0 0 0 00 0 0 +
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 ' #4 SPRAGUE/EAGLE ACCESS
ease 55 10 70 2 10 60 55 780 110 30 685 20 1887 '
added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0
i
#5 SPRAGUE/CARNAHAN ✓ ;
ease 35 0 45 0 0 0 0 900 55 25 775 0 1835 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 D 0 0 0 0 0 0 0
#b SPRAGUE/HAVANA/
Base 70 155 125 75 125 75 65 700 50 95 620 75 2230
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 i
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 #13 FANCHER/NORTN ACCESSV/ ;
Base 230 165 0 0 230 75 60 0 90 0 0 0 850 E
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 '
Total 0 0 0 0 0 0 0 0 0 0 0 0 0
#21 FANCHER/SOUTN ACCESS
Base 0 395 0 0 320 2 0 U 145 0 0 0 862 ,
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0
i
t122 SPRAGUE/DOLLAR ✓ I
Base 180 2 35 10 10 15 15 1155 20 30 1135 2 2609 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 !
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 ;
i
~
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Partland, OR ;
~
i
~S
i$
~
EXST-HIC.OUT 6-22-98 2:42p Page 1 of 7
~ ~ ~ r ~r ~ ~ r~ ~r r~ ~■~r ~ ~ ~r ~ ~r ~ r ~
EXST-uK.CMD Mon Jun 22, 1998 14:43:09 Page 2-1 ExST•41K.CMD Mon Jun 22, 1998 14:43:09 Page 3-1 •
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 ~
HOME DEPOT PHpSE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON i
1998 EXISTING WEEKEND NOON PEAK HOUR CONDITIONS 1998 EXISTlNG WEEKEND NOON PEAK HOUR CONDITIONS
I
lmpact Anatysis Report Level Of Service Computation Report i
Level Of Service 1994 HCM Operations Method (Base Volume Alternative) ;
,rtr*,r,r,r*sr,r*,r*+*t,r*,r,r~,r*,r,rr,rr•rrrttt,r,r**r,r,r,r~,rrt~,r~~*~~~,►•rr~**,rf,r,►~**,rt+~*~~*rr* lntersection Base Future Change Intersection #1 SPRAGUE/FANCHER
Del/ V/ Del/ V/ in *~****,►~,►,►,r**r,r~r,r*,►,r,r**rr,r,~rr,►,►~rrr,r,r,r~,r,r*,►,r**~~~,r,r**,►,r*,rr~~r,r,r**~,rt~,~r~,r~,r►*«* I
LOS Veh C LOS Veh C Cycle (sec): 120 Critical Vol./Cap. (X): 0.445 i
# 1 SPRAGUE/FANCHER C 16.8 0.445 C 16.8 0.445 + 0.000 0/V Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16.8 `
Optimal Cycle: 38 level Of Service: C
# 2 SPRAGUE/HOWE C 0.2 0.000 C 0.2 0.000 + 0.000 V/C i****t;+;***titk*ititl'*t**tt*ftttktt4tkA#►*#ttlrk'Ittt##i#tt***iitMtltk##*tkti#t*tl**A********* ,
Approach: North Bound South Bound East Bound West Baund
# 3 SPRAGUE/MCKINNON C 0.7 0.000 C 0.7 0.000 + 0.000 V/C Movement: L- T- R L- T- R L- T- R L- i- R '
I-----•---------II---------------II---.........---II-..--------•---I
# 4 SPRAGUE/EAGIE ACCESS D 2.0 0.000 D 2.0 0.000 + 0.000 V/C Control: Protected Pratected Protected Protected ;
Rights: Include Inciude Include Ignore
# 5 SPRAGUE/CARNAHAN C 0.8 0.000 C 0.8 0.000 + 0.000 V/C Min. Green: 4 0 0 0 0 0 0 0 0 0 0 0 ~
lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 # 6 SPRAGUE/HAVANA 6 14.0 0.459 B 14.0 0.469 + 0.000 D/Y ------------I " """""""""'""'""~I'"""-"-'" """'I '
Volume Module:
# 13 FANCHER/NORTH ACCESS 6 2.3 0.000 B 2.3 0.000 + 0.000 V/C Base Vol: S 10 25 160 110 150 150 760 40 50 675 240 ~
Grawth Adi: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 # 21 FANCHER/SOUTN ACCESS B 0.9 0.000 B 0.9 0.000 + 0.000 V/C Initial Bse: 5 10 25 160 110 150 150 760 40 50 675 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 ~
# 22 SPRAGUE/DOLLAR B 9.0 0.401 B 9.0 0.401 + 0.000 o/v PHF Adi: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.44 0.00 ~
PHf Volume: 5 11 27 170 117 160 160 809 43 53 718 0 ~
# 26 FANCHER/BROADWAY C 22.6 0.288 C 22.6 0.288 + 0.000 D/V Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ~
Reduced Vol: S 11 27 170 117 160 160 804 43 53 718 0 ,
PCE Adi: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 ;
MLF Adi: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 1.05 1.00 1.05 0.00 ~
Final Vol.: S 11 27 170 117 160 160 849 45 53 154 0 '
'------------..II--------------- " ,
Saturation f ow Module: I
Sat/lane: 1900 1400 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.92 0.97 0.83 0.92 0.97 0.83 0.92 0.96 0.96 0.92 0.97 1.00 i
lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.90 0.10 1.00 2.00 1.00 '
Final Sat.: 1752 1845 1568 1752 1845 1568 1752 3469 184 1752 3689 1900 ~
II-..----------------------
Capacity Ana ysis Module• ~
Vol/Sat: 0.00 0.01 0.02 0.10 0.06 0.10 0.09 0.24 0.24 0.03 0.20 0.00 .
Crit Moves: +
Green/Cycle: 0.03 0.04 0.04 0.22 0.22 0,22 0.20 0.57 0.57 0.07 0.45 0.00 ~
Volune/Cap: 0.09 0.15 0.45 0.45 0.29 0.46 0.46 0.43 0.43 0.43 0.46 0.00 ~
I--------------- II-----------....II---------------II---------------I ,
level Of Service Module: .
Delay/Veh: 36.3 36.1 38.9 26.9 25.1 26.5 28.1 9.4 9.4 36.0 15.1 0.0 i
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.3 36.1 38.9 26.9 25.1 26.5 28.1 9.4 9.4 36.0 15.1 0.0 ;
Queue: 0 0 1 5 3 5 5 16 1 2 18 0 !
****ti#tfR#t1#!******R****f*f#*****ir*tti*R****t#tt****f*t****#******************•
~
Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR
I_
~S
e$
.z
~
EXST-YIC.OUT 6-22-98 2:42p Page 2 of 7
EXST-WK.CMD Mon Jun 22, 1998 14•43•09 Page 4-1 El(ST-41K.CMD Mon Jun 22, 1998 14:43:09 --Page S - -1 ~
KITTELSON & ASSOCIATES, lNC.: PROJECT #1668-2 KITTELSON & ASSOCIATES, iNC.: PROJECT #1668-2 ~
NOME DEPOT PHASE 2- SPOKANE COUN11', 11ASN1NGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASNINGTON 3
1998 EXISTING IJEEKEND NOON PEAK NOUR CONDITIONS _ ._1998 EIfISTING WEEKENO NOON PEAK HOUR CONDIT[ONS ;
_
Level Of Service Cornputation Repart Level Of Service Computation Report
1994 HCM Unsignalized Method (Base Volume Alternative) 1994 HCM Unsignalized Method (Base Volume Alternative) **#*##*1R**1r*tF#fl*i#*#i#**1r*i*IriAtt*t####ftR##**+M**tk~*tR*i~k##*ttk****tft**t**#*#tt** irlrt*#tMfF***!##i#t*t#tt#ii#***##****************i#i***~*#A**************ii#****i#A
Intersection #2 SPRAGUE/NOWE Intersection #3 SPRAGUE/MCKINNON '
,►rr,rttrr,r,e,~,r*t*~,►~,►,t,tt,t#*,t*r,t~tt,~**t,t#**~i,~*,t,r*t***~,r~t,►t,ttt,t,►,t*,tt*,r,►,►t,t,r,r~~***,t •~,ttnt,t,t,t*~*,r,r,t*~rttt~,e,r,r+t,ttnt,t,r,ttr,r****,r,r,r,rr*a,rr,rr,t*,tr,rr,r,r,rrwrrr~,r,r+rr*~,rt++,rr~*►
Average Delay (sec/veh): 0.2 Worst Case level Of Service: C Average Delay (sec/veh): 0.7 uorst Case level Of Service: C'
,►~rrr*,ttr,►*,t,t,t,trr,t~*,tr,t,rt*arr~,r,t~r*rrtr~rt,►,~rrtrrrtr*►~,r,r,rr,►~**rtr,r,rtrr,r*,r*trr~*,r,rr rr+~*+rt~rrst+,r,tr,t*r,t,t+nr,t*rt,r,►r,rr,rt~,~~t,r~,r~,t****«,rrr,r,r,►tr,trr***,t,rt,t~,tr~~►,tt*,►*+,r**~.t '
Approach: North 8ound South Bound East Bound Nest Bound Appraach: North Bound South Bound East Bound uest 8ound i
Movement: L.: -T - R L._. T- R L- T- R L- T_ R Movement: L_ T_ R L- T- R L- T- R L- T- R
'"_I' "II". '"II..' II_ I !
------------I ---------------II---------------II---------------I I
Control: Sto p Sign Sto p Si gn Uncontrolled Uncontrolled Cont r o l: S t a p S i g n S t a p S i g n U n c o n t r o l l e d U n c a n t r a ll e d
Rights: Include lnclude Include lnclude Rights: Include lnclude Include lnclude ~
lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 2 0 0 I
------------I ~ -•---.....-----II--------------- II-...-----------~ ~
Uolume kodule: Volume Module: ;
8ase Vol: 5 0 20 0 0 0 0 930 20 S 810 0 Base Vol: 15 0 50 0 0 0 0 875 25 35 770 0 ~
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ~
lnitial Bse: 5 0 20 0 0 0 0 930 20 5 810 0 [nitial Bse: 15 0 SO 0 0 0 0 875 25 35 770 0 ~
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.40 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '
PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PNF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.44 0.94 0.94 ~
PHF Votume: 5 0 21 0 0 0 0 989 21 5 862 0 PHF Volune: 16 0 53 0 0 0 0 931 27 37 819 0 ;
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Final Vol.: 5 0 21 0 0 0 0 489 21 5 862 0 Final Vol.: 16 0 53 0 0 0 0 931 27 37 819 0 ~
------------I ------•--------II--------------- ~ -----------I -------..:....-II--------------- i
Adjusted Volume Module: Ad'usted Volume Module•
Grade: OX OX OX OX Grade: OX 0% OX OX ,
X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ~
PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1,10 1.10 1.00 1.00 1.10 1.00 1.00 j
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx '
Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx ;
Adj Vol.: 6 0 23 0 0 0 0 989 21 6 862 0 Adj Vol.: 16 0 59 0 0 0 0 931 27 41 819 0 i
------------I- 1 ---------------I1 II--------------- I --...------I--- II---...---------~I---------------~
Critical Gap Module: Critical Gap Module•
MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx `
,
Criticel Gp: 4.4 xxxx 11.4 xxxxx xxxx xxxxx xuxxx xxxx xxxxx 5.5 xxxx_xxxxx Critical Gp: 4.4 xxxx 11.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx .
I - - ----I-----•---------II---------------
I~IIII I ~
Capacity Module: Capacity Module• • I
Cnflict Vol: 1867 xxxx 505 xxxx xxxx xxxxx xxxx xxxx xxxxx 1011 xxxx xxxxx Cnflict Vol: 1801 xxxx 479 xxxx xxxx xxxxx xxxx xxxx xxxxx 957 xxxx xxxxx ~
Potent Cap.: 261 xxxx 335 xxxx xxxx xxxxx xxxx xxxx xxxxx 492 xxxx xxxxx Potent Cap.: 274 xxxx 361 xxxx xxxx xxxxx xxxx xxxx xxxxx 525 xxxx xxxxx ~
Adj Cap: 0.99 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx Adj Cap: 0.92 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx !
Nove Cap.: 258 xxxx 335 xxxx xxxx xnxxx xxxx xxxx xxxxx 442 xxxx xxxxx Move Cap.: 253 xxxx 361 xxxx xxxx xxxxx xxxx xxxx xxxxx 525 xxxx xxxxx ~
..----------I ~ .......-----I ,
level Of Service Module: level Of Service Module: `
Stopned Del: 14.3 xxxx 11.5 xxxxx xxxx xxxxx xxnxx xxxx xxxxx 7.4 xxxx xxxxx Stopped Del: 15.2 xxxx 11.7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx 1
lOS by MOVe: ~ * * * * * * * B • * IOS~ by Move: * * * * * * * * + g * * ~
Movement: LT - RT LT - LTR - RT LT - lTR - RT LT - LTR - RT Movement: LT - - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT -LJJLwc Shared Cap.: xxxx xxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx 9 xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ~
Shrd StpDel:xxxx . xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxx 1. xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared IOS: * C " * * * * i * * * * Shered IOS: * * * * * * + * * + + ApproechDel: . 0.0 0.0 0.0 ApproachDel: 12.5 0.0 0.0 0.4 i
c
Traffix 6.8.1511 (c) 1495 Dawling Assoc. Licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR ~
~b C, 3ti1 ~
EXST-11K.OUT 6-22-98 2:42p Page 3 of 7 ~
EXST-WK.CMD Mon Jun 22, 1998 14:43:09 Page 6-1 EXST-WK.CMD Mon Jun 22, 1998 14:43:09 Page 7-1 ~
KITTELSON 8 ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON 8 ASSOCIATES INC.: PROJECT #1668-2 ~
NOhIE DEPOT PHASE 2- SPOKANE COUNTI, UASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON ~
1998.EXlSTING.uEEKEND_NOON_PEAK_HOUR.CONDITIONS____ 1998_EXISTING uEEKEND NOON PEAK HOUR CONDITIONS
i
level Of Service Computation Report level Of Service Computation Report
1994 HCM Unsignalized Method (Base Yolume Alternative) 1994 HCM Unsignalized Method (Base Volume Alternative) !
r*,r*tri*r,r,r,rf,r***,r**#,r«*,rt*,r,r,r,r,r*,r,rr**,rr•,r,►,r~*,r.r«•~r*,r,r,r,r,r**r.~~*r,r*,►**,r*,r,►~rr* **,r~,r•,r,►~***~**,r,r,r,r~~~~trr*****,r,t*,r**,r~,~~r*rr~***,r,r,►~*,~*~,rtr,r*,~*rr~~~*,r,r*f,r~r~~,r !
Intersection #4 SPRAGUE/EAGLE ACCESS Intersection #S SPRAGUE/CARNANAN ~
,►,r,r,r,t,ttr*tt,r,rr**.•,r,r,rfr.,r,►,r«•,rr•.••.t,r.rt,r+rr*,r,r.,r*.••r,rt,r,rr••**•,r*f•.t*•.*•r.•*• ,rrr.,ttrsrrtf.rr,rr•.•*rr**+►.r*rt,r.rr,r,r,r,r*r.«••,rr•r*,rrr«r,r,r•r•«,r+.,rr*~r«r+,rr.r«~r+,r ;
Average Delay (sec/veh): 2.0 Norst Case level Of Service: D Average Detay (sec/veh): 0.8 1lorst Case level Of Service: C ~
♦t#***h*tAtAA***M***i+ktR*1rYrir**A*RtA*t*#ft*Rtttrt#strifiyt*ir**AU#*tk~t##tf**tMM#tf*rt#r ***1rtMtRt#tttAi*Mtttfttir#t**AAt*ttt**~*R*1r*A***tM**+k~tAtF*~M4Atr*A!~**tRRt1tfiRRrlr~Y !
Approach: North 8ound South Bound East Bound uest Bound Approach: North Bound South Bound East Bound West Bound E
Movement__ L_.__ T_ R L_ _..T.__ R L- T- R L- T- R Mavement: L- T- R L- T- R l- T- R II l" T R I !
~ ~ ~
----.P...9----.._....--------'----...---•---
Cantrol: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Sto Si n Stop Sign Uncontrolled Uncontrolled Rights: lnclude Include Include Include Ri9hts: Include Include Include Include ~
lenes: 0 1 0 0 1 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0 lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 1 0 1 0 2 0 0 ~
11 ~I---• ~ II........------ ~I---------------
Volume Modute: I ~
. Voltcne Modute:
`
8ase Vol: 55 10 70 2 10 60 SS 780 110 30 685 20 Base Vol: 35 0 45 0 0 0 0 900 55 25 775 0 I
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ~
Initial Bse: 55 10 70 2 10 60 55 780 110 30 685 20 Initial Bse: 35 0 45 0 0 0 0 900 55 25 775 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.94 0.94 0.94 0.44 0.94 0.44 0.44 0.94 0.94 0.44 0.94 0.94 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 ,
PNF Volume: 59 11 74 2 11 64 59 830 117 32 729 21 PNF Volune: 37 0 48 0 0 0 0 957 59 27 824 0 I
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 !
Final Vol.: 59 11 74 2 11 64 59 830 117 32 729 21 Final Vol.: 37 0 48 0 0 0 0 957 59 27 824 0 '
I---------------II-....----------II---------------II---------------I --j---------I ---------------II----...---....----...---------I ~
Adjusted Volume Modute: Ad'usted Volume Modute:
Grade: OX OX OX OX Grade: OX 0;6 OY 0°6 I
X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ~
x Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx i
Trck/Cmb PCE: xxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx j
Adj Vol.: 64 12 82 2 12 TO 64 830 117 35 729 21 Ad1 ' Vol.: 41 0.__--
Critical Ga 5 0 0 0 0 957 59 29 824 0 '
- I----•----------II--------------- ---------------I I
•I II" "'II""' II" '"I " 'I
P Modute: Critical Gap Modute:
'
MoveUp Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx xxxxx 2.1 xxxx xxxxx MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx
Critical Gp: 4.4 3.9 11.4 4.4 3.9 11.4 5.5 xxxx xxxxx 5_S xxxx_xxxxx Critical Gp: 4.4 xxxx 11.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx
II
Capacity -
II I I"" II""' (I--"' II I~
Capacity Modute:
Capacity Modute:
Cnflict Vol: 1713 1729 473 1665 17T7 375 750 xxxx xxxxx 947 xxxx xxxxx Cnflict Vol: 1838 xxxx 508 xxxx xxxx xxxxx xxxx xxxx xxxxx 1016 xxxx xxxxx `
Potent Cap.: 293 370 367 304 359 484 678 xxxx xxxxx 532 xxxx xxxxx Potent Cap.: 267 xxxx 333 xxxx xxxx xxxxx xxxx xxxx xxxxx 488 xxxx xxxxx I
Adj Cap: 0.73 0.85 1.00 0.67 0.85 1.00 1.00 xxxx xxxxx 1.00 xxxx xxxxx Adj Cap: 0.94 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx ~
Move Cap.: 214 313 367 202 304 484 678 xxxx xxxxx 532 xxxc xxxxx Move Cap.: 251 xxxx333 xxxx xxxx xnxxx xxxx xxxx xxxxx 488 xxxx xxxxx ~
I--------------- --------•------I~--------------- ~ ------------I 11 ---------------11 ~I---------------~
level Of Service Modute: Level Of Service Module:
Stopped Del: 23.1 11.9 12.3 18.0 12.3 8.6 5.8 xxxx xxxxx 7.2 xxxx xxxxx Stopped Del: 16.8 xxxx 12.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx i
LOS by Move: * * C * * * B * * B * * LOS by MoVe: * * * * * * * * g * *
Movement: - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Movement: LT - - RT LT - LTR - RT LT - LTR - RT lT - LTR - R'f
Shared Cap.: xx xxxxx xxxx 431 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx xxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx !
Shrd StpDel• 2. xxx xxcxx xxxxx 10.1 xx~cx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxx . xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx '
Shared LOS: D * * * C Shared LOS: * * * * * * * * + * * f
Approach0el: 16.7 9.4 0.4 0.3 ApproachDel: . 0.0 0.0 0.3 (
Traffix 6.8.1511 (c) 1995 Dauling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR
~ c ,y ~ y 03 2. _
z
~
EXST-YIC.OUT 6-22-98 2:42p Page 4 of 7
, - ,
1498 14•43.09 Page 8-1 E%ST-uK.CHD Man Jun 22, 1998 14:43:09 Page 9•1 ,
EXST-WK.CMD - - Mon Jun 22, , .
I
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON & pSSOCIATES, INC.: PROJECI' #1668-2 i
HOME DEPOT PHASE 2- SPOKANE COUNTY, 41ASHINGTON HOME DEPOT PHASE 2- SPOKANE CWNTY, uASN1NGTON •
1998 EXISIING WEEKEND NOON PEAK HOUR CONDITIONS 1498 EXISTlNG WEEKEND NOON PEAK HQUR CONDITIONS i
`
level Of Service Canputation Report level Of Service Computation Report '
1994 HCM Operations Method (Base Volume Alternative) 1994 HCM Unsignalized Method (ease Valume Alternative)
*t***#i#***t##*it##******ti*#i~tk#*Aft#i#*#tRtk4iflrfMilnkir*i#fti~Mit#*******fitiiit# *****At~t***!*~t*#1ri*1r*##***tA***~r*i*t*****#***t****A#A***iririif##t***1ri#1r*i*ir#*M I
Intersection #b SPRAGUE/HAVANA Intersection #13 FANCHER/NORTH ACCESS ~
trr,r*~*,r,rtt*rr*#,r,r,rttr,t,r*#tnr,t,t,►,r,t,t**,t~rt##r~*f,t*i~i~~,tr,t*tfr#,k*Ar,t*,rr~,►*t*rtt,t*~rt** #,t#irl,ttt*rr►ttt,r,rr*t~rrtr*t,r,c,►*,rrr,~t,~tt,rtt,r,r,rt,r**~,rt,t,r,r,t*,t,rr,r,trt,r*,►~t~,~trtt~~►rt I
Cycle (sec): 100 Critical Vol./Ca .(X): 0.469 Avera e Dela ~
p g y(sec/veh): 2.3 Worst Case Level Of Service: e ~
- loss Time (sec): 9(Y+R = 4 sec) Average Delay (sec/veh)• 14.0 ****~**************++*t**********************************•**.~•++*.*~~.~~*,►*~*.~ I
Optimal Cycle: 32 Level Of Service: ~ 6 Approach: North Baund South Baund East 8ound uest Bound
,r,r**r,r*,t~t,tt,►,tt,t,r,r,r,r,t,t,t***r,t,e,►,t,tr,►,r**,tft~,ttr~**~,►fr.+r,►*,rr,r*ttr,t*,r,►*tr,rtr,rrr,rr►«rr,t,t I
Movemenh L- T- R L- T- R L- T- R l_ T: R I Approach: North Bound South Bound East Bound West Bound II !
~ -•-----•-------II--------------- Movement: L- T- R L- T- R L- T- R L- T- R Control: Uncontrolled Uncontrolled Sto p Si gn S t o p S i g n
~
~ ~ 11 ~ Rights: Include Include [nclude Include ~
Control: Permitted Permitted Protected Prote ct e d L a n e s: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0
Rights: include Include Include Include ---------------II---------------II-..-----....---I ,
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Volume Module: ,
Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 ease Vol: 230 165 0 0 230 75 60 0 90 0 0 0
---------------II--------------- ---------------I~--------------- Growth AdJ
~
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
'
Volume Idodule: Im tial Bse: 230 165 0 0 230 75 60 0 90 0 0 0 ;
Base Vol: TO 155 125 75 125 75 65 700 50 95 620 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.42 I
Initiat Bse: 70 155 125 15 125 75 65 700 50 95 620 75 PHF Uolume: 250 179 0 0 250 82 65 0 98 0 0 0 j
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ~
PHf Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Final Vol.: 250 179 0 0 250 82 65 0 98 0 0 0 ~
PHF Volume: 74 163 132 79 132 79 68 737 53 100 653 74 ------------I -----....._..--~I----•----------II--....._......-) !
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Adjusted Volume Module:
Reduced Vol: 74 163 132 79 132 79 68 737 53 100 653 79 Grade: OX OX OY OX
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx MLF Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.05 1.05 1.00 1.05 1.05 x Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx '
Final Vol.: 77 171 138 83 138 83 68 774 55 100 685 83 PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10
Saturation F ow Module: Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Trck/Cmb PCE: xxxx xcxx xxxx xxxx x xxxx xxxx xxxx
Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Vol.: 275 179 0 0 250 82 72 0 109 0 0 0 ~
Adjustment: 0.11 0.71 0.71 0.63 0.63 0.63 0.92 0.96 0.96 0.92 0.45 0.95 - 10"
lanes: 0.40 0.89 0.71 0.54 0.91 0.55 1.00 1.87 0.13 1.00 1.78 0.22 Critical GaplMadule: IIII' II I
Final 5at.: 538 1196 965 658 1093 658 1752 3410 242 1152 3225 391 MoveUp Time: 2.1 xxxx xxxxx xxxxx xxxx xxxxx 3.4 xxxx ,2.6 xxxxx xxxx xzxxx
--'-II-------'-'-" "'II--'-""'"" """II-'-" Critical Gp• . 5.5 xxxx xxxxx xxxxx xxxx xxxxx 4.4 xxxx 11.4 xxxxx xxxx xxxxx
) Capacity Ana ysis Module: ---------...I---------------~I------.....----II---------------II---------------~ ~
Vol/Sat: 0.14 0.14 0.14 0.13 0.13 0.13 0.04 0.23 0.23 0.06 0.21 0.21 Capacity Modute: Crit Moves: Cnflict Vol: 332 xxxx xxxxx xxxx xxxx xxxxx 720 xxxx 166 xxxx xxxx xxxxx Green/Cycle: 0.30 0.30 0.30 0.30 0.30 0.30 0.09 0.48 0.48 0.12 0.51 0.51 Potent Cap.: 1138 xxxx xxxxx xxxx xxxx xxxxx 617 xxxx 870 xxxx xxxx xxxxx Volume/Cap: 0.47 0.47 0.47 0.41 0.41 0.41 0.42 0.47 0.47 0.47 0.42 0.42 Adj Cap: 1.00 xxxx xxxxx xxxx xxxx xxxxx xx 1.00 xxxx
xxxx xxxxx ~tx
I..._._..---- ~I" I
' " " ' " ' " " " " " " " " Move Cap.: 1138 xxxx xxxxx xxxx xxxx xxxxx xx 870 xxxx xxxx xxxxx '
Level Of Service Module: -
Delay/Veh: 18.5 18.5 18.5 18.1 18.1 18.1 28.6 11.3 11.3 27.7 9.9 9.9 level Of Serlice Module: II II'"" '"'"II" """_"'"'__I i
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Stapped Del: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 8.9 xx 4.7 xxxxx xxxx xxxxx ~
AdjDel/Veh: 18.5 18.5 18.5 18.1 18.1 18.1 28.6 11.3 11.3 27.7 9.9 9.9 LOS by Move: A * * * * * e * p * * " ~
Queue: 2 4 3 2 3 2 2 14 1 3 12 1 Movement: LT - LTR - RT lT - LTR - RT - LTR - RT LT - LTR - RT ~
"#""'"*'''''`*'`*'`'`'"`'"'''''`*'"'**'''`'"'`'"'*'`""*'`'*t`''*`*'''***t**'*•******************* Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxn xxxx xxxxx xxxx xxxx xxxxx
Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ;
Sha1'ed LOS: * * * * * * * * * * * * ,
ApproachDel: 2.5 0.0 6.4 0.0 ~
Traffix 6.8.1511 (c) 1995 Do►+ling Assoc. licensed to Kittelsan, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR '
V
7Z
~Gg S
~
~
E%ST-YIC.OUT 6-22-98 2:42p Page 5 of 7
- ~ . ~
E%ST-WK.CMD Man Jun 22 1998 14•43•09 Pa e 10-1 EXST-~lK.C~4D Mon Jun 22, 1998 14:43:09 Page 11-1 ;
-------------------------------------~------------------------------._9.....---- i
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC.: PROJECT #1668-2 ;
HOME DEPOT PHASE 2- SPOKANE COl1NTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON i
1998 EXISTING WEEKEND NOON PEAK HOUR CONDITIONS 1998 EXISTING IJEEKENO NOON PEAK NOUR CONOITIONS '
Level Of Service Compwtation Report Level Of Service Computation Report i
1994 HCM Unsignalized Method (8ase Volume Alternative) 1994 NCM Operations Method (Base Volume Alternative) ~
rr,r,r,r,r,r*,►*,t*,r*,r*#r•••rr«,r,►+.•rr,r.•.r►,t«***t•.~tr,t.rt,r*,r**,r.:r«,r,r*:*,►.,r*,►•~*,rr.rr*,t,t,t rr*,t,r,r~,t,►~r#rr,~,t*.*~►,t*r.«*~*~~~,t*,r~*,►,r*,rrr,►~~+nt,r~~rr*r~tt,r*r.,r,t,r*,r*~,r~r~,r.,r~*,rtr,r ~
Intersection #21 FANCHER/SWTN ACCESS Intersection #22 SPRAGUE/DOLLAR ~
trrrt,rr+tt,t,t,►,r,r,►tt,r,w,►,w,►tt,rr,rr,t*,r,r,rrrr,r,t,t,t,rtrr,tr,rtrt,rt*,r*,►trrit+r*~r,r*,r,rr,rrrrr,rr,rfrer►rr t#i#i#**#*fffY#M*t*t#t*4M~*t**ii~f~Mii#*#ti*t###**iiii~f#t*###**#*~i**i#*****#*~Fff#
Average Delay (sec/veh): 0.9 Worst Case level Of Service: 8 Cycle (sec): 100 Critical Vol./Cap. (X): 0.401
,r•,r,r,r*rr.r+r*tr,r****~r,~.rr•rr~.~,t•~rrr,t,t,t*,r•,~rt,t,t*.**~r***,►f..,trr**,r••**,►,~r**,r*.•s,r,r ,
loss Time (sec): 9(Y+R = 4 sec) Average Delay (sec/veh): 9.0
Approach: North Bound South Bound East Bound West Bound Optimal Cycle: 29 Level Of Service: 8 ;
Movement: L- T- R L- T- R L- T- R L. T_ R ,►r~,trr*,r«,t*rr~~,r,rrr,rt*,r*,r,r*,r~*rrr**,r,t~~~*,r,rr**,r#~~*,rrr~,r,r~~**,~*,r***ir~~,r~***,r,►~r
" " " '
AaProach. North 8ound South Bound East Bound West 8ound ~
II II 'III
Control: Uncantrolled Uncontrolled Stop 5ign Stop Sign Movement: L- T- R L- T- R L- T- R L- T- R ~
Rights: Include Include Include Include ~--------:------~I---------------II---------•-----II------.._....--I i
Lanes: 0 0 2 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 Control: Permitted Permitted Protected Pratected
---------------~I------...------II---------...---I~--------------- Ri
I ghts• . Include Include Include Include
'
Volume Module: Min. Green: 0 0 0 0 0 0 4 0 0 0 0 0
ease Vol: 0 395 0 0 320 2 0 0 145 0 0 0 Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 2 1 0 1 0 2 1 0
Grawth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - '
_
~ ~
Initial Bse: 0 395 0 0 320 2 0 0 145 0 0 0 Volume Module:
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ease Vol: 180 2 35 10 10 15 15 1155 20 30 1135 2
PNF Adj: 0.92 0.92 0.92 0.42 0.92 0.92 0.42 0.92 0.92 0.92 0.92 0.92 GroWth Adj: 1.00 1.00' 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1'.00
PHF Volume: 0 429 0 0 348 2 0 0 158 0 0 0 Initial Bse: 180 2 35 10 10 15 15 1155 20 30 1135 2
Reduct Vot: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Finel Vol.: 0 429 0 0 348 2 0 0 158 0 0 0 PHF Adj: 0.96 0.96 0.96 0.96 0.46 0.96 0.96 0.96 0.96 0.96 0.96 0.96
------------I ~ PNF Nolume: 188 2 36 10 10 16 16 1203 21 31 1182 2 '
Adjusted Nolume Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Grade: OX OX OX OX Reduced Vol; 188 2 36 10 10 16 16 1203 21 31 1192 2
X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx MlF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.00 1.10 1.10
PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Finel Vol.: 188 236 10 10 16 16 1323 23 31 1301 2
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
I
Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xx xxxx xxxx Saturation F ow Module: I . II" II__ (
Adj Vol.: 0_429_ 0 0 348 2 0 0 173 0 0 0 Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ~
"'"I Adjustment: 0.83 0.83 0.83 0.79 0.79 0.79 0.92 0.97 0.97 0.92 0.97 0.97 '
Criticet Gep Module: lanes: 1.00 0.05 0.45 0.28 0.28 0.44 1.00 2.95 0.05 1.00 2.99 0.01 ~
MoveUp Time:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2.6 xxxxx xxxx xxxxx Final Sat.: 1568 83 1503 418 418 668 1752 5439 95 1752 5525 8 i
~
Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.4 xxxxx xxxx xxxxx ,
Ca cit Ana sis Module: ~
Ca acit Module: II II " I ~ Y Y ~
P Y Vol/Sat: 0.12 0.02 0.02 0.02 0.02 0.02 0.01 0.24 0.24 0.02 0.24 0.24
Cnflict Vol: XXXX XXXX XXXXX XXXX XXXX %7(XXX Xl(xX X%lU( 175 XXXx XXXX X7(XX% CPIt MOVeS: ***t ~
Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 847 xxxx xxxx xxxxx Green/Cycle: 0.29 0.29 0.29 0.29 0.29 0.29 0.04 0.57 0.57 0.04 0.58 0.58 i
Adj Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx . xxxx xxxx xxxxx Volune/Cap: 0.41 0.08 0.08 0.08 0.08 0.08 0.23 0.42 0.42 0.42 0.41 0.41 '
Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 847 xxxx xxxx xxxxx
-
E
------._....I---------------II--------...____II---- - I•-------------;I level Of Service Modute: .
level Of Service Module: DelaylVeh: 18.7 16.5 16.5 16.5 16.5 16.5 30.3 7.8 7.8 32.5 7.6 7.6 !
Stopped Det:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 5.2 xxxx xxxx xxxxx User OelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ~
LOS by Move: * * * * * * * * B * * * AdjDel/Ueh: 18.7 16.5 16.5 16.5 16.5 16.5 30.3 7.8 7.8 32.5 7.6 7.6 ;
Movement: LT - LTR • RT LT • LTR • RT LT - LTR - LT - LTR - RT Oueue: 4 0 1 0 0 0 0 21 0 1 20 0 I
Shered Cap : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ~f}~*##***f**~**~***********t~**tiA**fA~t1r**##tt#****A*A**41r#*t#!!f*iiAA*tt#t#t~ ~
Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxK xxxx xxxxx xxxxx xxxx xxxxx I
Shared IOS: } * * * * * • * * * * j
ApproechDel: 0.0 0.0 5.2 0.0 ;
Traffix 6.8.1511 (c) 1995 DoWling Assoc, licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 DoWling Assoc. Licensed to Kittelson, Portland, OR i
a, ~
C. '6y1 ~ 'S
I~
E%ST-MC.OUT 6-22-98 2:42p Page 6 of 7 '
E%ST-uK.CMD Mon Jun 22, 1998 14:43:09 ~ Page 12-1
~
KITTELSON & ASSOCIATES, 1NC.: PROJECT #1668-2 ~
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON i
1998 EXISTING uEEKEND NOON PEAK HOUR CONDITIONS ;
~
Level Of Service Computation Report I
1994 HCM Operations Method (Base Volume Alternative)
rt*trr**«••~*rt.*.r••*~t#**.r~•ttr..tr#*r•rr*t.•.•tr.ftrttt•sr•«**ttt•rt#rr.:*•r
lntersectian #28 FpNCHER/BROADWAY
rr*~**s#r********r*t**r#***rr*t*rrr*t**~**~**frr**~~*~***ff~ft~***~*#tt***~~~**♦
Cycle (sec): 120 Critical Vol./Cap. 0.288 ;
loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 22.6 ~
Optimal Cycle: 31 level Of Service: C
**~*ttt~~~~*~***~tr**r#*s****t*r*trt**r**s~t*t~t**ft*tt*rrA**Ar#**~A*r**t~~*~*A* • i
Approach: North eound South Bound Eest Bound West Bound i
Movement: L- T- R L- T- R L- T- R L- T- R
---I---------------II...------------II......---------II------.....----I
Controt: Protected Protected Split Phase Split Phase
Rights: :nclude Include lnclude Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 ~
lanes: 1 0 1 1 0 1 0 1 1 0 0 1 1 0 1 0 1 0 1 0 ~
I I
Volwne Module:
Base Vol: 45 155 60 65 165 65 30 75 20 65 175 35
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 45 155 60 65 165 65 30 15 20 65 175 35
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81
PHF Volume: 56 191 74 BO 204 80 37 93 25 80 216 43 i
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 i
Reduced Vol: 56 191 74 80 204 80 37 93 25 80 216 43 ~
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
~
MLF Adj: 1.00 1.05 1.05 1.00 1.05 1.05 1.00 1.00 1.00 1.05 1.05 1.05 ,
Final Vol.: 56 201 78 80 214 84 37 93 25 84 227 45 i
....------.....I ~
Saturation F ow Module:
Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.92 0.93 0.93 0.92 0.93 0.93 0.92 0.97 0.83 0.94 0.94 0.94 .
lanes: 1.00 1.44 0.56 1.00 1.44 0.56 0.59 1.41 1.00 0.47 1.28 0.25 ,
final Sat.: 1752 2552 990 1752 2543 998 1035 2600 1568 845 2282 452 ~
'
~ ~
Capacity Ana ysis Module: ;
Vol/5at: 0.03 0.08 0.08 0.05 0.08 0.08 0.04 0.04 0.02 0.10 0.10 0.10
Crit Moves• **f*
Green/Cycle: 0.12 0.27 0.21 0.16 0.31 0.31 0.12 0.12 0.12 0.34 0.34 0.34
Uolume/Cap: 0.27 0.29 0.29 0.29 0.27 0.27 0.29 0.29 0.13 0.29 0.24 0.29
level Of Service Module• I""""""'"'"""II"'"""' II"'" I ~
Delay/Veh: 31.3 22.3 22.3 28.9 20.0 20.0 31.0 31.0 30.2 18.5 18.5 18.5 ~
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 31.3 22.3 22.3 28.9 20.0 20.0 31.0 31.0 30.2 18.5 18.5 18.5 9
oueue: 2 5 2 2 5 2 1 3 1 2 6 1 ~
t,r**ttrr+~*,►t,rtttt,►,►t*r*,t,t*t*r*,r**rrr~,►*,r,r,►r,►r,r,~r,~,►r,►,r,r~,►rrr~tr,ttt**t,►*,►t,►t,►~rtt,r I
Traffix 6.8.1511 (c) 1995 DoWling Assoc. licensed to Kittelson, Portlend, OR i
. iS
~
~
EXST-Wl(.OUT 6-22-98 2:42p Page 7 of 7
~
'
i
1 ~
1 .
1
,
~ .
1 ~
, r---- ,
~ r - - ; , - -1
, i
I jl I
~ i , - --J -J
' ~/•z. Fb I >~C~;F,~~.,t~ "`I i
f
F
K~
~a
'
'
~
Appendix D
1999 Background Level of
~
~ Service Worksheets
_i
998K-PM.CMD__ . Mon Jun 22, 1998 14:41:30 Page 1_1 998K-PM.CMD _ Mon Jun 22, 1998 14:41:30 Pa e 1-2
-------•--------....--------------------9----•--- I
K1TTElSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTII, WASHINGTON NOME DEPOT PHASE 2- SPOKANE CWNTY, uASHINGTON
1999 BACKGRWND WEEKDAY PM PEAK HOUR CONDITIONS 1999 BACKGROl1ND uEEKDAY PM PEAK HOUR CONDITIONS i
--------------------------------:.9....--------P-----------........------._..... e
Turnin Movement Re ort Volune Northbound Southbaund Eastbound Westbound Total .
Type Left Thru Right left Thru Right Left Thru Right Left Thru Right Volume ~
Volume Northbaund Southbound Eastbovnd Westbound Totat
~
Type Left Thru Right left Thru Right left Thru Right left Thru Right Volume #28 FANCHER/BROADWAY`~ ;
8ase 77 355 67 196 484 124 82 417 155 82 294 129 2462
#1 SPRAGUE/FANCHER ✓ Added 0 0 0 0 0 0 0 0 0 0 0 0 0,
Base 2 21 21 304 299 144 160 881 41 36 572 232 2711 Total 77 355 67 196 484 124 82 417 155 82 294 129 2462 •
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 ,
Totat 2 21 21 304 299 144 160 881 41 36 572 232 2711 j
#2 SPRAGUE/HOWEv" ;
Base 15 0 36 0 0 0 0 1035 21 26 711 0 1844 ;
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 ~
Totat 15 0 36 0 0 0 0 1035 21 26 711 0 1844 ,
#3 SPRAGUE/MCKINNON'~ I
Base 15 0 46 0 0 0 0 1009 21 36 742 0 1869
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 15 0 46 0 0 0 0 1009 21 36 742 0 1869
#4 SPRAGUE/EAGLE ACCESS k"" ~
ease 36 5 52 2 5 31 26 1009 77 21 788 5 2057 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 I
Totat 36 5 52 2 5 31 26 1009 77 21 788 5 2057 ~
~
#5 SPRAGUE/CARNAHANV ~
Bese 31 0 36 0 0 0 0 1076 46 31 824 0 2045
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 31 0 36 0 0 0 0 1076 46 31 824 0 2045 ~
#6 SPRAGUE/HAVANA ✓ ~
Base 36 196 134 139 304 77 93 855 93 118 736 67 2853 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 '
Totel 36 196 139 139 304 TT 93 855 93 118 736 67 2853
#13 FANCHER/NO,RJ.N ACCESS~ ~
Base 98 4Av-A 0 0 654 57 57 0 52 0 0 0 1241 '
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Totat 98 324 0 0 654 57 57 0 52 0 0 0 1241
#21 FANCHER/SOUTN ACCESS'/,, I
Bese 0 412 0 0 700 S 0 0 72 0 0 0 1190 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Totat 0 412 0 0 700 S 0 0 72 0 0 0 1190
i
#22 SPRAGUE/DOLLAR ✓ ~
ease 196 10 72 15 5 15 10 2091 15 36 1715 2 4184 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 ~
Total 196 10 72 15 5 15 10 2091 15 36 1715 2 4184
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR
~S
i~
996K-PN.OUT 6-22-48 2:41p Page 1 of 7
~r ~ ~ r r ~ ~ ~ ~ r ~ ~ ~ w~ r~ ~ ~ ~
,
498K-PM.CMD Mon Jun 22, 1998 14:41:30 Page 2-1 948K-PM.CMD Mon Jun 22, 1998 14:41:30 Page 3-1
~
KlTTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KIT1ElSON & ASSOCIATES, INC.: PROJECT #1668-2 I
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASNINGTON 1999 BACKGROUND 41EEKDAY PM PEAK HWR CONDITIONS 1999 BpCKGROUND WEEKDp9 PM PEAK HOUR CONDITlONS ~
r
Impact Analysis Report Level Of Service Computation Report `
level Of Service 1994 HCM Operations Method (Base Volume Alternative) `
t*,rr..~,t•*t,t•**,r,rt.**,r~t*,r,rr*,rt,r~«~rt.,r**,rr,►*.*.,r.rr,r,rrr*.,r*r,r~t,r•,er,~~t,►~~,r,rt~,r,r '
~
lntersection Base Future Change Intersection #1 SPRAGUE/FANCHER
Del/ V/ Del/ V/ in **tkt4tYtt*##ittftklfhtff#*ii4*ttt**1nk***i******#***ff~****tk*M*F1i*k*******M*ir***#*##t .
lOS Veh C LOS Veh C Cycle (sec): 120 Critical Vol./Cap. 0.609 ;
# 1 SPRAGUE/FANCHER C 20.0 0.604- C 20.0 0.609 t 0.000 D/V loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 20.0
Optimal Cycle: 50 Level Of Service: C '
# 2 SPRAGUE/HOtiIE C 0.5 0.000 C 0.5 0.000 + 0.000 U/C *•,r•tirt,~t•rr~***r•.,r.r**~,t#srr,r««...rrtr~*,t****~*«,t,r,r•,r.s,~rt„tt*..*~,~.~r..~v,•rrr '
Approach: North Bound South Bound East Bound 41est Bound # 3 SPRAGUE/MCKINNON C 0.6 0.000 C 0.6 0.000 + 0.000 V/C Movement: L- T- R L- T- R L- T- R L- T- R ,
I II--------------- II--------------- II'--------------I ~
# 4 SPRAGUE/EAGLE ACCESS C 1.1 0.000 C 1.1 0.000 + 0.000 V/C Control: Protected Protected Protected Protected ~
Rights: Include Include [nclude Ignore i
# 5 SPRAGUE/CARNAHAN C 0.7 0.000 C 0.7 0.000 + 0.000 V/C Min. Green: 4 4 0 0 0 0 0 0 0 0 0 0 lanes: 1 0 1 1 0 1 0 1' 1 0 1 0 1 1 0 1 0 2 0 1 ~
# 6 SPRAGUE/HAVANA c 16.7 0.663 c 16.7 0.663 + 0.000 oiv '
------------I i
Volume Module:
# 13 FANCHER/NORTH ACCESS C 1.5 0.000 C 1.5 0.000 + 0.000 V/C ease Vol: 2 20 20 295 290 140 155 855 40 35 555 225 ~
Grouth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 0.00
# 21 FANCHER/SOUTH ACCESS B 0.5 0.000 B 0.5 0.000 + 0.000 V/C Initial Bse: 2 21 21 304 299 144 160 881 41 36 572 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 `
# 22 SPRAGUE/DOLLAR 8 7.7 0.646 B 7.7 0.646 + 0.000 D/U PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.00 ;
PHF Volume: 2 24 24 353 347 168 186 1024 48 42 665 0 f
# 28 fANCHER/BROAD4IAY D 26.9 0.632 D 26.9 0.632 + 0.000 D/V Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 '
Reduced Uol: 2 24 24 353 347 168 186 1024 48 42 665 0 ~
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 ;
Nlf Adj: 1.00 1.05 1.05 1.00 1.05 1.05 1.00 1.05 1.05 1.00 1.05 0.00 ,
Final Vol.: 2 25 25 353 365 176 186 1075 50 42 698 0 ~
---------------11 -----------•---II--------------- Saturation F oW Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ~
Adjustment: 0.92 0.90 0.90 0.92 0.92 0.92 0.92 0.96 0.96 0.42 0.97 1.00
lanes: 1.00 1.00 1.00 1.00 1.35 0.65 1.00 1.91 0.09 1.00 2.00 1.00
Final Sat.: 1752 1716 1716 1752 2365 1140 1752 3490 162 1752 3689 1900
-------------._II--------------- ' ~
Capacity Ana ysis Module: . ~
Vol/Set: 0.00 0.01 0.01 0.20 0.15 0.15 0.11 0.31 0.31 0.02 0.19 0.00 ~
Cf1t NOV2S: •*t*
GreenlCycle: 0.03 0.03 0.03 0.33 0.33 0.33 0.19 0.50 0.50 0.04 0.35 0.00 I
Volune/Cep: 0.03 0.44 0.44 0.62 0.47 0.47 0.55 0.62 0.62 0.62 0.55 0.00
-----------.I ~
level Of Service Madule:
Delay/Ueh: 36.3 38.5 38.5 23.4 21.0 21.0 29.6 14.4 14.4 46.9 20.9 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 36.3 38.5 38.5 23.4 21.0 21.0 29.6 14.4 14.4 46.9 20.9 0.0
0ueue: 0 1 1 10 10 5 6 26 1 2 19 0 ,
R,t,r,rrr*t,r*~r,t,t*,rr,rr,r~r,rt*ttrr,r,r,r,r,rr,r,rs~,r**,rr,rrrtrrrwrtt,r*r,rr,►*i~*ts~,r~~,t~r*,r,rr*,r* ~
;
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Douling Assoc. licensed to Kittelson, Portland, OR ~
, r
IS
~
- ~
998K-PM.OUT 6-22-98 2:41p - - ~Page 2 of 7
_ - .
998K-PM.CMD Mon Jun 22,1948 14:41:30 Pege 4-1 448K-PM.CMD MonJun22_11998 14_41.30 _ . Page 5-1
_ _ _
KITTELSON & ASSOCIATESr 1NC.: PROJECT t11668-2 KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 i
HOME DEPOT PHASE 2- SPOKANE COUNTY, NASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASNINGTON i
1999 BACKGROUND NEEKDAY PM PEAK HOUR CONDITIONS 1999 BACKGROUND IJEEKDAY PM PEAK HOUR CONDITIONS ~
,
Level Of Service Computation Report Level Of Service:Computation Report '
1994 HCM Unsignalized Method (Base Volume Alternative) 1994 HCM Unsignalized Method (Base Volume Alternative) ~
ttrA,t~t,k,t,tt**,rft**irirt*trir*tr**tr**trtrAAt,t~*,t,t,t#**r*~I,t,t,t,t*,r*****~rtt~*rtrttt,ttr**trr,r~rt ***tft,r,t*lrttf,kirtt#,tt~*,tt,krttrtr#,r*~~1rf*,t,tt,t,t,tt,r,r,rrr,r,t~*,r,t~Y~~rrrt*~*r~+,rr***rrrrtr,rrt '
Intersection #2 SPRAGUE/HOWE Intersection #3 SPRAGUE/MCKINNON **,tr~rt*t****t,►,rr,r,r**r,r***,r**,r,r,rrt,t,r*rrrtt,r*r,r*~r*,re*,r,r,r***,r*r~t*~~rrr*,tr,t*s~t*,r,r• ,r*t~,~r~,r,►t,r,r,r,r**~~~,rrr*,r,r*****,rr,~rirr*,~r,r,r,r,r,r,r~*rr,r,r,r,r*,r,~*r~r~r~,►**,~+trrtr,rrr,r*~*• I
Averege Delay (sec/veh): 0.5 Norst Case levet Of Service: C Average Delay (sec/veh): 0.6 ~ Worst Case level Of Service: C ~
, *t1*A****##tFitY*f**lrfk******tF#*tk**R**#*A~Y#**~#k**tklnk*t******Atlf#tttktktilr~******#**#i* #'*1ti###*tM**tM**t**iri#it#*****t***t#4*# ***~**#*********AA***#iii****~li***~#*i***
Approach: North Bound South Bound East Bound uest Bound Approach: North Bound South Bound East Bound uest Bound
Movement: L_ T- R .L _T - R L- T- R L- T- R Movement: L_ T- R L- T' - R L- T- R L- T- R
' II " ~ I '"II" ""II " ' ~
Control: Sto p Sign Sto p Sign Uncantrolled Uncantrolled Control: Sto p Si gn S t o p S i g n U n c o n t r o l l e d U n c o n t r o l l e d
Rights: Include lnclude Include lnclude Rights: Include Include Include Include
lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 lanes: 0 0 1! 0 0 0 0 11 0 0 1 0 1 1 0 1 0 2 0 0 '
I--------------- II--------------- II""'" II ~ ~ (
11
Volur~e Module: Volume Module: II_-..-._." -'__'II I I
Base Vol: 15 0 35 0 0 0 0 1005 20 25 690 0 Base Vol: 15 0 45 0 0 0 0 980 20 35 720 0 ~
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 `
Initial Bse: 15 0 36 0 0 0 0 1035 21 26 711 0 Initial ese: 15 0 46 0 U 0 0 1009 21 36 742 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i
PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.40 PNF Adj: 0.40 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
PHF Volume: 17 0 40 0 0 0 0 1150 23 29 790 0 PHF Volune°. 17 0 52 0 0 0 0 1122 23 40 824 0 I
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 !
Final Vol.: 17 0 40 0 0 0 0 1150 23 29 790 0 Final Vol.: iT 0 52 0 0 0 0 1122 23 40 824 0
ndi~sc~~voi ~e Module: ~ ~ nd ~sc~ vai I--------------- ~ ~---------------I I-------------- ~ i
Grade: OY. OX OX OX Grede: ~e Modu~l X :
OX OX 0% I
X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ~
X Truck/Canb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Canb: xxxx xxxx xxxx 'xxxx xxxx xxxx xxxx xxxx ~
PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 ,
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE: xxxx xxxx xxxx !xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx ~
Adj Vol.: 19 +r --0- - 44 0 0 0 0 1150 23 31 790 0 Ad1 ' Vol.: 19 0 57 0 0 0 0 1122 23 44 824 0 '
I- II--------------- II--------------- I ------------I- :------II--------------- ----...--------I i
Criticat Gap Module: Critical Gap Module: ;
MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx
~
Critical Gp: 4.0 xxxx 9.6 xxcxx xxxx xxxcx xxxxx xxxx xnxxx 5.5 xxxx xxxxx Critical-Gp: 4.0 xxxx 9.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx ~
! '
~ I I.....-- - - -i
Capacity Module: Capacity Module:
Cnflict Vol: 1980 xxxx 587 xxxx xxxx xxxxx xxxx xxxx xxxxx 1173 xxxx xxxxx Cnflict Vol: 1497 xxxx 572 xxxx xxxx xxxxx xxxx xxxx xxxxx 1144 xxxx xxxxx
Potent Cap.: 291 xxxx 361 xxxx xxxx xxxxx xxxx xxxx xxxxx 402 xxxx xxxxx Potent Cap.: 288 xxxx 373 xxxx xxxz xxxxx xxxx xxxx xxxxx 417 xxxx xxxxx
Adj Cep: 0.92 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx Adj Cap: 0.89 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx
Move Cap.: 268 xxxx 361 xxnx xxxx xxxxx xxxx xxxx xxxxx 402 xxxx xxxxx Move Cap.: 257 xxxx 373 xxxx xxxx xxxxx xxxx xxxx xxxxx 417 xxxx xxxxx ~
~
11 - ~ I - ~I-------- --•---~I------------------------------~ .
level Of Service Module: level Of Service Module: '
StopEed Del: 14.4 xxxx 11.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.6 xxxx xxxxx Stopped Del: 15.0 xxxx 11.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.6 xxxx xxxxx LOS y MOVe• * * t * * * * * * B LOS by Move• * * ~ * *j t t t ~ B * * i
Movement: ~ lT - - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Movement: ~ LT - 112 - RT LT • LTR - RT LT • LTR - RT LT - LTR - RT '
Shared Cap.: xxxx xxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ~
Shrd StpDel:xxxx . xxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xcxxx Shrd StpDel:xxxx 13.5 xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shered LOS• * * * * * * * * * * * Shared LOS: * * * *1 * * * * * * ApproachDel: 12.2 0.0 0.0 0.4 ApproachDel: 12.1 0.0 0.0 0.5
;
Traffix 6.8.1511 (c) 1995 OoWling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Asioc. licensed to Kittelson, Portland, OR ~
n,tq 1 ;
, ; ~.23 ' ~s
3';< ~
998K-PM.OUT 6•22-98 2:41p , Page 3 of 7
~
- - _ - - -
998K-PM.CMD Mon Jun 22` 1~998 14:41:30 Page 6-1 998K-PM.CMD Mon Jun 22, 1998 14:41:30 Page 7-1
KITTELSON 8 ASSOCIATES, INC.: PROJECT #1658-2 KITTELSON 8 ASSOCIATES, INC.: PROJECT #1668-2
NOME DEPOT PNASE 2- SPOKANE COUNTY, NASHINGTON HOME DEPOT PNASE 2- SPOKANE COUNTY, uASHINGTON
1999 BACKGROUND WEEKDAY'PM PEAK HOUR CONDIIIONS 1999 BACKGROUNO WEEKDAY PM PEAK HOUR CONDITIONS
level Of Service C,omputation Report level Of Service Computation Report
1994 HCM Unsignalized Method (Base Volune Alternative) 1994 HCM Unsignalized Method (Base Volune Alternative)
****R*1r##*****lrinktkAR~ttAflr#Atrltk*A#tkirMA4AA*RAA*IrAti~f*tA***A*ir#**lrttt*#*f**tAf***t t*~*1ri**~#****M*irR*ti#ttA#ttt#Atrt**A~!**M*~****t****A1tAirir##~YAt*ir*t~#*iet*Air*iririr#~Yi
Intersection #4 SPRAGUE/EAGIE ACCESS Intersection #5 SPRAGUE/CARNAHAN
****1r#****1r******ir****t*##**kir****tF**Ir4*t#*~R4R~itti**~*R**1r#**1rt*#*#*#f*#A**1r*• tR*1r*****i**A*Ir***t1**Mit*****************#*#***~k*****#*Yr**#Ir*Vr**tfh#*t~*fA1r*i~Yt*
~ Average Delay (sec/veh): 1.1 Ilorst Case Level Of Service: C Average Delay (sec/veh): 0.7 IJorst Case Level Of Service: C
~ tr,ttt,t,r+r,t,tr*,tr,rr+rr,t*,tt,r,►tr•,r,rr,r,t,rr**,~*,rrr*t*r,t,►+t**,r+rtnt,t,t,r,tr~+r,►**t,t,ra,trtt~,t,t,t*t tnr,rtr*rr«rrttr.tt,r,t,r,t,r.,►r*,r,rr,►,r**,rs*arr•*,r*,r~rrrrr.r*~,e*,r,r,r**~t+rtr.t,r,r+rt.r,r*r,rrr,r~
i Approach: North eound Sauth Bound East Bound West Bound Approach: North Bound South eaund East Bound West Bound
~ Movement: L_:__T_ :__R L. _ T_ R - -L- T- R L- T- R Movement: L- T_. R 'L- 1- R L- T- R L- T- R
IIllI I II ""II" " " ~
i _
Control: S t o p S i g n S t o p S i~ q n U n c o n t r o l l e d U nc on tro l l e d Con tro l: S top Sign Stop Sign Uncontro l l e d Uncontro l le d
Rights: Include Inclt~e Include Include Rights: Include Include Include Include
lanes: 0 1 0 0 1 0 0 11 3 0 1 0 1 1 0 1 0 1 1 0 Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 1 0 1 0 2 0 0
---------------~I--------------- ~ ----------•--..II..._..---------~
Volume Module: Volune Module:
~ Base Vol: 35 S 50 2 S 30 25 480 75 20 765 5 Base Vol: 30 0 35 0 0 0 0 1045 45 30 800 0
Grouth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initial Bse: 36 S 52 2 5 31 26 1009 77 21 788 S Initial ese: 31 0 36 0 0 0 0 1076 46 31 824 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PNF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.40 0.90 0.90 0.90 0.90 PHF Adj: 0.94 0.94 0.44 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
PNF Volume: 40 6 57 2 61 34 29 1122 86 23 876 6 PHF Volume: 33 0 38 0 0 0 0 1145 49 33 877 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
final Vot.: 40 6 57 2 6 34 29 1122 Bb 23 876 6 Final Vol.: 33.__-0_.. 38 0 0 0 0 1145 49 33 877 0
Adjusted Voll e.Module: (I- I~_-- II- ( Ad~usted Uoll e Module• .II' II" II- I
Grade: OX OX OX OX Grade: OX Ox OY. OX
X Cycle/Cers: xxxx xxxx xxxx x,xxx xxxx xxxx xxxx xxxx X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
% Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj: 1.10 1.10 1.10 1.10 1.10 1 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Trck/Cmb PCE: xxx xxxx zxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx
.
Adj vol.: (44 6 63 3 6 38 31 1122 86 25 876 6 adj vol:: 36 0 42 0 0 0 0 1145 49 36 877 0
l --------------11 ~
Critical GapModule: II II II""'""" .I Critical GaplModule•
MaveUp Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx xxxxx 2.1 xxxx xxxxx MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xicxx xxxxx
Critical-Gp: 4.0 3.5 9.6 4.0 3.5 9.6 5.5 xxxx xxxxx 5.5 xxxx xxxxx Critical Gp: 4.0 xxxx 9.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx
I ~ ------------I
Capacity Module: Capacity Module:
~ Cnflict Vol: 2094 2097 604 2054 2137 441 881 xxxx xxxxc 1207 xxxx xxxxx Cnflict Vol: 2079 xxxx 597 xxxx xxxx xxxxx xxxx xxxx xxxxx 1194 xxxx xxxxx
~ Potent Cap.: 270 361 347 277 353 504 577 xxxx xxxxx 385 xxxx xxxxx Potent Cap.: 273 xxxx 352 xxxx xxxx xxxxx xxxx xxxx xxxxx 392 xxxx xxxxx
~ Adj Cap: 0.83 0.88 1.00 0.73 0.88,1.00 1.00 xxxx xxxxx 1.00 xxxx xxxxx Adj Cap: 0.91 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx
Move Cap.: 224 319 347 203 312~ 504 577 xxxx xxxxx 385 xxxx xxxxx Move Cap.: 247 xxxx 352 xxxx xxxx xxxxx xxxx xxxx xxxxz 392 xxxx xxxxx
---I ---------------~I--------------- -•-------------II------------=- I ---....-----I ---------------~I---------------I~---------------I~---------------I
level Of Service Module: level Of Service Module:
Stopped Del: 19.6 11.5 12.4 17.9 11.8 7.7 6.6 xxxx xxxxx 9.9 xxxx xxxxx Stopped Del: 16.8 xxxx 11.5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.0 xxxx xxxxx
LOS by Move: * * C * * * B B * * LOS by Move: * * * * * * * * C * *
~ Movement: - LTR - RT lT - LTR - RT lT - LTR - RT LT - LTR - RT Movement: lT - - RT LT - LTR - RT LT - LTR - RT LT - lTR - RT
; Shared Cap.: xxx xxxxx xxxx 434 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
; Shrd StpDel . xxx xxxxx xxxxx 9.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxx 1.1 xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
; Shared LOS: C B * * * * * * * Shared IOS: C * * * * * t * * ~ *
~ Approach0el: 15.1 8.6 ' 0.2 0.3 ApproachDel: . 0.0 0.0 0.4
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Douling Assoc. Licensed to Kittelson, Portland, OR
c 233 G Z~~ ~
~
996K-PM.OUT 6-22-98 2:41p Page 4 of 7 -
~
r~r ~ r~ ~ r a~ r w~ r rr r~ wr r~r
~ 998K-PM.CMD Mon Jun 22, 1998 14:41:30 Page 8-1 948K-PM.CMD Mon Jun 22, 1998 14:41:30 Page 9-1
~
KITTELSON & ASSOCIATES, 1NC.: PROJECT #1668-2 KITTELSON 6 ASSOCIATES, INC.: PROJECT #1668-2
HQME DEPOT PHASE 2- SPOKANE COUNIY, uASHINGTON NOME DEPOT PNASE 2- SPOKANE COUNTY, WASNINGTON
1999 BACKGROUND WEEKDAy PM PEAK HOUR CONO1T10NS 1949 BACK6ROUND WEEKOAY PM PEAK NOUR CONDITlONS
~ level Of Service Cortputatian Report Level Of Service Computation Report
~ 1994 NCM Operations Method (Base Valume Alternative) 1994 HCM Unsignalized Method (Base Volume Alternative)
*A*tft*****R#*AAk#t#***ft*#****~*#********R~A**t#M***k*Af~***t**1t*f**At*t*~i*** *###*kA**#**~#At*i*~R******~****A*A**************~**t##*~tt*t***********~A**t*R*
Intersection #b SPRAGUE/HAVANA Intersection #13 FANCHER/NORTN ACCESS
s*~~rt*tr*~**~***~~r**tr******••*r*r~r~*rr«r*.~t~r*«rrtr*•*r.*••r•s.*•*.*•*~•.** t***.~r*ttr**..r~**~~~**r..rrt*+..~***rr••..*•*«•*•**r..r*****►.**~«**r.***r~~*~
~ Cycle (sec): 100 Critical Vol./Cap. (X): 0.663 Average Delay (sec/veh): 1.5 Worst Case level Of Service: C
loss Time (sec)' 9(Y+R = 4 sec) Average Delay (sec/veh)• 16.7
Optimal Cycle: 47 Level Of Service: C Approach: North Bound South eound East Bound West Bound
+*rrt~t#**rf##*►***rrrrrr*****r~rr*~r*rr*#***trr~********t*r*r**~~**rt**rr*rt~*r MOVement. • L- T- R L- T- R L- T- R L- T- R
Approach: North Bound South 8ound East eound West Bound I""" '"""II"""'""" "'""'II" p" 9'"""II'"'"" p"""9""""I
Movement: L- T- R L- T- R L- T- R L- T- R Control: Uncontralled Uncontrolled Sto Si n Sto Si n
.__...------I---------------II_..------------II-----------...-II'--------------I Rights: Include Include lnclude Include
~ Control: Permitted Permitted Protected Protected Lanes: 1 0 2 0 0 0 D 1 1 0 1 0 0 0 1 0 0 0 0 0
I Rights: Include Include Include lnclude ~--------------•II---------------II---------------II'"--------•----I
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Volune Module:
~ lanes: 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 Base Vol: 95 315 0 0 635 55 55 0 SO 0 0 0
" " " " " " " " " " " Grouth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Uolume Module: Initial Bse: 98 324 0 0 654 57 57 0 52 0 0 0
Base Vol: 35 190 135 135 295 15 90 830 90 115 715 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
GraWth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.66 0.86
Initial Bse: 36 196 139 139 304 77 93 855 93 118 736 67 PNF Volune: 114 377 0 0 761 66 66 0 60 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PHf Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.46 Final Vol.: 114 377 0 0 761 66 66 0 60 0 0 0
PHF Volume: 38 204 145 145 317 80 97 891 97 123 767 70 " " '
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Adjusted Voll e Module: II II II (
Reduced Vol: 38 204 145 145 317 80 97 891 97 123 767 70 Grade: OX OX OX OX
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
MlF Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.05 1.05 1.00 1.05 1.05 X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Finel Vol.: 39 214 152 152 332 84 97 935 101 123 805 73 PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10
CYcl
/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Saturation F ow Module: Trck/Cmb PCE: xxxx xxxx xxxx xxxx xx xxxx xxxx xxxx
Sat/lene: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Vol.: 125 377 0 0 761 66 72 0 66 0 0 0
Adjustment: 0.71 0.71 0.71 0.60 0.60 0.60 0.92 0.96 0.96 0.92 0.46 0.96 I"""" " " 'II"" " " " " " " II" II"'"" " " " " " I
Lanes: 0.19 1.06 0.75 0.53 1.17 0.30 1.00 1.81 0.19 1.00 1.83 0.17 Critical Gap Module:
Final 5at.: 260 1429 1015 610 1331 337 1752 3296 356 1752 3349 304 MoveUp Time: 2.1 xxxx xxxxx xxxxx xxxx xxxxx 3.4 xxxx 2.6 xxxxx xxxx xxxxx
Criticel GP• •
5.5 xxxx xxxxx xxxxx xxxx xxxxx 4.0 xxxx 9.6 xxxxx xxxx xxxxx
Capacity Ana ysis Module:
Vol/Sat: 0.15 0.15 0.15 0.25 0.25 0.25 0.06 0.28 0.28 0.07 0.24 0.24 Capacity Module: II II I
Crit Moves: Cnflict Vol: 826 xxxx xxxxx xxxx xxxx xxxxx 1285 xxxx 413 xxxx xxxx xxxxx
I Green/Cycle: 0.38 0.38 0.38 0.38 0.38 0.38 0.10 0.43 0.43 0.11 0.43 0.43 Potent Cap.: 617 xxxx xxxxx xxxx xxxx xxxxx 458 xxxx 537 xxxx xxxx xxxxx
~ Volune/Cap: 0.40 0.40 0.40 0.66 0.66 0.66 0.55 0.66 0.66 0.66 0.55 0.55 Adj Cap: 1.00 xxxx xxxxx xxxx xxxx xxxxx MN
0 xxxx xxxx xxxxx
xx 1.0
I ---------------~I--------------- 11~
Move CaP.. 617 xcxx xxxxx xxxx xxxx xxxxx xx 531 xxxx xxxx xxxxx
level Of Service Module: I _ II
Delay/Veh: 14.9 14.9 14.9 18.1 18.1 18.1 30.5 15.5 15.5 33.6 14.0 14.0 level Of Service Module:
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Stopped Del: 7.1 xxxx xxxxx xxxxx xxxx xxxxx 2.0 x xx 7.5 xxxxx xxxx xxxxx
AdjDel/Veh: 14.9 14.9 14.9 18.1 18.1 18.1 30.5 15.5 15.5 33.6 14.0 14.0 lOS by Move: e * * * * ~ * B * * *
oueue: 1 4 3 4 8 2 3 21 3 4 17 2 Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - Ri
tkk~****RA*AA#*#**i*+k**tk*#*A**1**t**i#**tt****#AtRtAA~tMtfrlr**tt*t**R*AA*t1r*#Ir**#~ Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
; Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxzxx
Shared IOS: * * * * * ~ * * * * * *
ApproachDel: 1.8 0.0 9.9 0.0
I
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portlend, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR
V 2- 2i7D -
C- ~
~
~
99BK-PM.OIIT 6-22-48 2:41p Page 5 of 7 `
998K-PM.CMD Mon Jun 22, 1998 14:41:30 Page 10-1 998K-PM.CMD Mon Jun 22, 1998 14:41:30 Page 11-1
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE CWNiY, uASHINGTON HOME DEPOT PNASE 2- SPOKANE COUNTY, NASHINGTON
1999 BACKGROUND WEEKDAY PM PEAK HWR CONDITIONS 1999 BACKGROUND WEEKDAY PM PEAK NOUR CONOITIONS
level Of Service Computetion Report Level Of Service Computatian Report
1994 HCM Unsignalized Method (ease Volume Alternative) 1994 HCM Operations Method (Base Volume Alternative)
,r,r,r*,r,rr**,r,r,r*,r*r**t,err*r.•t~,r,r+r*rr.rrrr*r.r.,r*ttrr~,rrrr•r,r***,r*.rr**,r~,►t~*,r,r**,r r+rr*,r***.~~,rr~#*,r**rr*••.rr*rr~*rr.***r*,rr.«««r,rr.*...*,r,r,r****,►r~,rrr~*.*•rr~*.*r*
Intersection #21 FANCHER/SOUTH ACCESS Intersection #22 SPRAGUE/DOLLAR
*r,r,►rrrrr,r,r,rt:t~t,r*r,►r,►*~,r,rrt,r*,r,r~t,t~ttr**r,rr,r,r*,r~rr**rr*t~,r*r*,t,rr~,r~tt,►,trr,r,rt,tr r,►,r*tr~*t,r*tr,r,rt,r,r,rr*,r,rrrrrrt,rr*r,►*,t*,r,r,r,r~,t*r,t***trr«,t~*,r,►,r,r,r+,r,►~t*,►,r,r**t,r*r,r,rr,►~
Average Delay (sec/veh): 0.5 Worst Case Level Of Service: B Cycle (sec): 100 Critical Vol./Cap. (X): 0.646
"`'`*+*•"'"`**t*''***"***"*'`*"*****"**'`r'"*"*w''***''«•**`**"**************'"*'"****** loss Time (sec): 9(Y+R = 4 sec) Average Delay (sec/veh): 7.7
Approach: North eound South Bound East Bound West Bound Optimal Cycle: 45 level Of Service: B
MOV@Illent: L- T- R L- T- R L- T- R L- T. R ~►***ra,►*,t*r**,t***,rtt**,r,rr,rar►,r,~rr***,r,r,r,tr,r,r,r,r,t,►~rr*,r,r~r***r*rr,tt,rr***,r,r«,rr**,r*r~
I Approach: North Bound South Bound East eound uest eound
Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Movement: L- T- R L- T- R l- T- R l- T- R
Rights: Include lnclude Include Include I ~ ~-----...-------II--------------•II---------------~
lanes: 0 0 2 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 Control: Permitted Permitted Protected Protected
~ Rights: Include lnclude Include Include
Volume Module: Min. Green: 0 0 0 0 0 0 4 0 0 4 0 0
Base Vol: 0 400 0 0 680 5 0 0 70 0 0 0 lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 2 1 0 1 0 2 1 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 '
Initiel Bse: 0 412 0 0 700 5 0 0 72 0 0 0 Vol~nne Modull. II II II I
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Base Vol: 140 10 70 15 5 15 10 2030 15 35 1665 2
PHf Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
PHF Volume: 0 474 0 0 805 6 0 0 63 0 0 0 Initial Bse: 196 10 72 15 5 15 10 2091 15 36 1715 2
Reduct Uol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Vol.: 0 474 0 0 805 6 0 0 83 0 0 0 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
- PHF Volume: 204 11 75 16 5 16 11 2178 16 38 1786 2
Adusted Volume Module: IIIIII)
1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Grade: OX OX 0i6 OX Reduced Vol: 204 11 75 16 5 16 11 2178 16 38 1786 2
X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx NLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.00 1.10 1.10
PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Final Vol.: 204 11 75 16 5 16 11 2396 18 38 1965 2
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx " " 11
Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxx xxxx xxxx Saturation F ou Module:
Adj Uol.: 0 474 0 0 805 6 0 0 9 0 0 0 Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1400 1900
- Adjustment: 0.83 0.84 0.84 0.13 0.73 0.73 0.92 0.97 0.97 0.92 0.97 0.97
Critical Gap Module: ' lenes: 1.00 0.13 0.87 0.43 0.14 0.43 1.00 2.98 0.02 1.00 2.99 0.01
MoveUp Time:xxxxn xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2.6 xxxxx xxxx xxxxx Final Sat.: 1568 205 1400 596 186 596 1752 5493 41 1752 5528 6
Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxcxx xxxxx xxxx -9.6 xxxxx xxxx xxxxx "
" I 11 ' ~ Capacity Ana ysis Module: II II III
Capacity Module: Vol/Sat: 0.13 0.05 0.05 0.03 0.03 0.03 0.01 0.44 0.44 0.02 0.36 0.36
Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxz xxxx xxxx 405 xxxx xxxx xxxxx Crit Moves:
Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 547 xxxx xxxx xxxxx Green/Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.04 0.67 0.67 0.04 0.67 0.67
Adj Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx . xxxx xxxx xxxxx Volume/Cap: 0.65 0.27 0.27 0.13 0.13 0.13 0.16 0.65 0.65 0.54 0.53 0.53
I
Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 5 xxx xxxx xxxxx 11 1 II
- ~I--------------•~•------•-------I
Level Of Service Module:
level Of Service Module: Delay/Veh: 27.1 22.0 22.0 21.3 21.3 21.3 30.0 6.5 6.5 36.5 5.6 5.6
Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 7.8 xxx xxxx xxxxx User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
LOS by Move: * * * * * ~ * * * * • AdjDet/Veh: 27.1 22.0 22.0 21.3 21.3 21.3 30.0 6.5 6.5 36.5 5.6 5.6
Movement: LT - LTR - RT LT - LTR - RT lT - LTR - RT LT - LTR - RT Queue: 6 0 2 0 0 0 0 39 1 1 28 0
Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ****"***********t**************************************''****"*******************
Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: * * * ~ * * * * * * * *
ApproachDel: 0.0 0.0 7.8 0.0
Traffix 6.6.1511 (c) 1995 DoWling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR
q( _o,,~ -
C-
~
99BK-PM.OUT 6-22-98 2:41p Page 6 of 7 ~
i 99BK-PM.CMD Mon~Jun 22, 1998 14:41:30 Page 12-1 P T
,
~ KITTELSON & ASSOC[ATES, INC.: PROJECT #1668-2
~ HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1999 BACKGROUND IIEEKDAY PM PEAK HWR CONDITIONS
level Of Service Camputation Report
1994 HCM Operations Method (ease Volune Alternative)
I *A#1***f***~*f*AtA~f****In1#tFtk*FRki**A*tAA****Mt**t***A**R**##le#*******A**ht#**!R
; Intersection #28 FANCHER/BROADWAY
R*A***#****lnktk*tt**A*~****tttFlnF*MAA#***tR*tF*********ttt*****MMtir4tM#tit*tF**t*t#****
Cycle (sec): 120 Critical Vol./Cap. (f): 0.632
Loss Time (sec): 12 (Y+R = 4 sec) Averege Deley (sec/veh): 26.9
Optimal Cycle: 53 level Of Service: D
•*..•*tr*rr,r*rrr..•.•..,r,r«*,rrr«r,r,r*,r•.rt**••►,►,r•••«rr,r**.••«..*•r.*r**••.r*,r•rr,r
Approach: North Bound South Bound East Bound uest Bound
Movement: L- T- R L- T- R l- T- R L- T- R
---P-:"""""'I I---P-:---------~
Control: Protected Protected S ltt Phase 5 lit Phase
Rights: Include include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
lanes: 1 0 1 1 0 1 0 1 1 0 0 1 1 0 1 0 1 0 1 0
~---------------I~--------------- -----------.._.II._...----------~
Volune Module:
8ase Vol: 75 345 65 190 470 120 80 405 150 80 285 125
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initial ese: 17 355 67 196 484 124 82 417 155 82 294 129
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
PHF Uolume: 83 382 72 210 521 133 89 449 166 89 316 138
Reduct Uol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 83 382 72 210 521 133 89 449 166 89 316 138
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.05 1.05 1.00 1.05 1.05 1.05 1.05 1.00 1.05 1.05 1.05
Final Vol.: 83 401 76 210 547 140 93 471 166 93 331 145
---....------..II_....----------~
Saturation F ow Module:
Sat/lane: 1900 1400 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.92 0.95 0.95 0.92 0.94 0.94 0.96 0.96 0.83 0.92 0.42 0.92
Lanes: 1.00 1.68 0.32 1.00 1.59 0.41 0.33 1.67 1.00 0.33 1.16 0.51
Final Sat.: 1752 3039 576 1752 2849 729 602 3050 1568 573 2040 894
I~-----------------------......II--------......-
~
Capacity Ana ysis Madule:
Vol/Sat: 0.05 0.13 0.13 0.12 0.19 0.19 0.15 0.15 0.11 0.16 0.16 0.16
Crit Moves•
Green/Cycle: 0.08 0.21 0.21 0.19 0.32 0.32 0.24 0.24 0.24 0.26 0.26 0.26
Volwne/Cap: 0.60 0.63 0.63 0.63 0.60 0.60 0.63 0.63 0.43 0.63 0.63 0.63
....--------I ----.....---•--II---------------
level Of Service Module:
Delay/Veh: 39.5 29.2 29.2 31.6 22.8 22.8 27.2 27.2 25.3 26.6 26.6 26.6
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 39.5 29.2 29.2 31.6 22.8 22.8 27.2 27.2 25.3 26.6 26.6 26.6
aueue: 3 13 3 7 16 4 3 14 5 3 10 5
**#i+1A*tr******tF#**t*i##t**~#A*ti'*~*RtM~lnktk#ir*#*****1r**Irtf #A*tktFRtAA***R#**# A***t**
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR
S
A
v
a
998K-PM.0UT 6-22-98 2:41p Page 7 of 7
. ~
996K-uK.CMD Mon Jun 22 1998 14•41.57 Pa e 1-1 996K-WK.CMD Mon Jun 22, 1998 14:41:57, Page. 1•2--
-------------------------------------~---------.....-------------------9--------
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON & ASSOCIATES, INC.: PROJECT tt1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, V1A5H1NGTON
1999 BACKGROUND WEEKEND NOON PEAK HOUR CONDITIONS 1999 BACKGROUND WEEKEND NOON PEAK HOUR CONDITIONS
Turning Movement Report Volume Northbaund Southbound • Eastbound 4lestbound Total
Type left Thru Right left Thru Right Left Thru Right Left Thru Right Uolume
Volume Northbound Southbound Eastbound Westbound Total
Type left Thru Right Left Thru Right left Thru Right left Thru Right Volune #28 FANCHER/BROADWAY ✓
Base 46 160 62 67 170 67 31 77 21 67 180 36 984
• #1 SPRAGUE/FANCHER ✓ Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Base S 10 26 165 113 155 155 783 41 52 695 leZ 2446 Total 46 160 62 67 170 67 31 77 21 67 180 36 984
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total S 10 26 165 113 155 155 783 41 52 695 247 2446
#2 SPRAGUE/HONE Z
Base 5 0 21 D 0 0 0 958 21 S 834 0 1844
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 5 0 21 0 0 0 0 458 21 5 834 0 1844
#3 SPRAGUE/MCKINNON k"~
Base 15 0 52 0 0 0 0 901 26 36 793 0 1823
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 15 0 52 0 0 0 0 901 26 36 793 0 1823
#4 SPRAGUE/EAGLE ACCESS v".'
ease 57 10 72 2 10 62 57 803 113 31 706 21 1944 Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 57 10 72 2 10 62 57 803 113 31 706 21 1944
#S SPRAGUE/CARNANAN ✓ '
Base 36 0 46 0 0 0 0 927 57 26 798 0 1890
added 0 0 0 0 0 0 0 0 0 0 0 0 a
Total 36 0 46 0 0 0 0 921 57 26 798 0 1840
#6 SPRAGUE/HAVANAPe..'
Base 72 160 129 77 129 77 67 721 52 98 639 77 2297
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 72 160 129 77 129 77 67 721 52 98 639 77 2297
#13 FANCHER/NORTH ACCESS Ll"'
Base 237 170 0 0 237 77 62 0 '93 0 0 0 876
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 237 170 0 0 z37 77 62 0 93 0 0 0 876
#21 FANCHER/SOUTN ACCESS
Base 0 407 0 0 330 2 0 0 149 0 0 0 888
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 407 0 0 330 2 0 0 149 0 0 0 888
#22 SPRAGUE/DOLLAR ✓
ease 185 2 36 10 10 15 15 1190 21 31 1169 2 2687
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 185 2 36 10 10 15 15 1190 21 31 1169 2 2687
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Oowling Assoc. licensed to Kittelson, Portland, OR
S
~
~
99B1C-W1C.OUT 6-22-98 2:41p Page 1 of 7 W.
I 996K•uK.CMD Mon Jun 22, 1998 14:41:58 Page 2-1 498K-uK.CMD Mon Jun 22, 1998 14:41:58 Page 3-1
~
KIITELSON & ASSOCIATES, INC.: PROJECI' #1668-2 KITTELSON B ASSOCIATES, 1NC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASNINGTON NOME DEPOT PHASE 2- SPOKANE COUNTY, uASHINGTON
1999 BACKGROUND WEEKEND NOON PEAK HOUR CONDITIONS 1999 BACKGROUND WEEKEND NOON PEAK HOUR CONDITIONS
Impact Analysis Report level Of Service Canputation Report
level Of Service 1944 HCM Operations Method (Bese Volume Alternative)
*t,t,t,t***,t*r*,►,t~t**~r,trr,t,r*,tr,r**~**,t***,r,t***srr*t*r,r*t**,r,r,r,t***rrt*,r,t+tr**,r*t,►*,r**,~
~ Intersection Base Future Change Intersection #1 SPRAGUE/FANCHER
i D2l/ V/ Del/ U/ jn *r*t,r~,r~rrr#wtr*,rt*,rrr*,rrr,r,r~~r*,r,r,r,r,r,r,r,r,r,r,r,rrr,r,rr,r**«,r,r,r,r,r**,rrrr*rrrr,r,rsr~►*,r,r~*
; l05 Veh C LOS Veh C Cycle (sec): 120 Critical Vol./Cap. (X): 0.457
I# 1 SPRAGUE/FANCHER C 16.9 0.457 C 16.9 0.457 + 0.000 0/V Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16.9
j Optimal Cycle: 39 Level Of Service: C
2 SPRAGUE/HONE C 0.2 0.000 C 0.2 0.000 + 0.000 V/C ••*t,rt•...,r*..rt*r.tr*t,rr~rr.rr*t.,r«r****r.,r,r**,rr.r*«r*,rw,r,►.r.*rr,tr.*,►..,r*r.*,rr.
i# 3 SPRAGUE/MCKINNON C 0.7 0.000 C 0.7 0.000 + 0.000 V/C Mo~vrement: LNorthT6oundR LSouthTBoundR L EastTBoundR L WestTBoundR
I ------------I---------------II---------------II---------------II-------•-------I
4 SPRAGUE/EAGLE ACCESS D 2.1 0.000 D 2.1 0.000 + 0,000 V/C Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
# 5 SPRAGUE/CARNAHAN C 0.9 0.000 C 0.9 0.000 + 0.000 V/C Min. Green: 4 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 D 1 0 2 0 1
# 6 SPRAGUE/HAVANA B 14.1 0.486 B 14.1 0.486 + 0.000 D/V " II-'""" '"'"""II--"------""" '"I
Volume Module:
# 13 FANCHER/NORTH ACCESS 8 2.4 0.000 8 2.4 0.000 + 0.000 V/C ease Vol: 5 19 25 160 110 150 150 760 40 50 675 240
GroWth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 0.00
# 21 FANCNER/SOUTH ACCESS B 1.0 0.000 B 1.0 0.000 + 0.000 V/C Initiel Bse: 5 10 26 165 113 155 155 783 41 52 695 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
22 SPRAGUE/DOLLAR 8 8.7 0.432 8 8.7 0.432 + 0.000 D/V PHF Adj; 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.00
PHF Volume: 5 11 27 175 121 164 164 833 44 SS 740 0
k 28 FANCHER/BROADUAY C 22.6 0.298 C 22.6 0.298 + 0.000 0/V Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Uol: 5 11 27 175 121 164 164 833 44 SS 740 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
MLF adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 1.05 1.00 1.05 0.00
Finat Val.: 5 11 27 175 121 164 164 674 46 SS 717 0
- - - - - - -
I Saturation F aa Module: . II---_- ---II. I
Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.92 0.97 0.83 0.92 0.97 0.83 0.92 0.96 0.96 0.92 0.97 1.00
lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.90 0.10 1.00 2.00 1.00
Final Sat.: 1752 1845 1568 1752 1845 1568 1752 3470 183 1752 3689 1900
----------•----II--------------- ' " ~
Capacity Ana ysis Module:
, Vol/Sat: 0.00 0.01 0.02 0.10 0.07 0.10 0.09 0.25 0.25 0.03 0.21 0.00
Crit Moves•
' Green/Cycle: 0.03 0.04 0.04 0.22 0.22 0.22 0.20 0.57 0.57 0.07 0.45 0.00
Volume/Cap: 0.09 0.16 0.46 0.46 0.30 0.47 0.47 0.44 0.44 0.44 0.47 0.00
------------I ---------------II---------------II---------------
' level Of Service Module:
Delay/Veh: 36.3 36.1 39.3 27.0 25.2 26.7 28.3 9.5 9.5 36.1 15.2 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Ad1Del/Veh: 36.3 36.1 39.3 27.0 25.2 26.7 28.3 9.5 9.5 36.1 15.2 0.0
Queue: 0 0 1 5 3 S 5 17 1 2 18 0
,r.. *,r. r,r t,r *,r *,r r * r r,r,r,r,r,r,r,r ***,~,r. t,r *,r.. r. • r t t r,r,r,r * t,►,►r ««r * * r t,► *,r r,t,t * ~ ► * *,r ~ *,r + «,r
I
Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 DoWling Assoc. licensed to Kittelson, Portland, OR
I S
9981(-YK.OUT 6-22-98 2:41p Page 2 of 7
~ 998K-WK.CMD Mon Jun 22, 1498 14:41:58 Page 4-1 99BK-WK.CMD Mon Jun 22, 1998 14:41:58 Page 5-1
~
~ KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON & ASSOCIATES, iNC.: PROJECT #1668-2
I HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON NOME DEPOT PHASE 2- SPOKANE COUNTY, WASNINGTON
! _ 1999 BACKGROUNO WEEKEND NOON PEAK HWR CONDITIONS ..-_-__._1999 BACKGROUND WEEKEND NOON PEAK HOUR CONDITIONS
( Level Of Service Computatian Report Level Of Service Computation Report
~ 1994 HCM llnsignalized Method (Base Volume Alternative) 1994 HCM Unsignalized Method (Base Volume Alternative)
~ ~.,r~rr~****,r,r**~*~rr,r*t►r**r~r.~*rrt*,r,r~r,rr,r*,~r*r•,rr,r•►~,rt*r.r***«•rr,r.•.rrt~*,r,r ,r*.+r*,r,r,r,r••r**.•••:*~**,t~***r,r+r~rr*•*+r,rrr*,r**,►,r,r,t,r,r,►«*,r~r**,e,r*,►*r,►.*,rr,r**,rrrrt~.
Intersection #2 SPRAGUE/HOtiIE Intersection #3 SPRAGUE/MCKINNON
` *tr,t,rtr+r*r+nr,r,rr,rr*,r,rr,tr,e,rrtrrr~rrtrtrtr*rrr,r,trt,t,e***R,t,r,tr,~,trt,r,r,t+r*,rt,►,e*,r,r~r,t~,trtr*,r* ~,r,►r**r,r,t**,t*,►r,►rttr,t*,t*~~*,►,tr*,~~ttt*rr,r+nrtt,►tr~,r,r,r,r*t,r,r,r+r***t~r,►r,r,e*,w,►r,rrr~#*rr*
Average Delay (sec/veh): 0.2 Worst Cese Level Of Service: C Average Delay (sec/veh): 0.7 Worst Case Level Of Service: C
#t****4*#***AAR***#tY#****ttAAAti*##tF***A***NA'*MA*ttA*#~A*A*#it##******tki*#**#*##k* 4tM#f*#*****tk#tAA****1r**tt#*tM~M1ri*iM1r#***t***Yr*1rA1r*****t****1r****irlr*k**tA******#***
Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound uest Bound
Movement: _L___._T - R L__._T - R L- T- R L- T- R Movement: _L..___T - R L- T- R L- T- R L- T- R
" II'" '"II'"' II' I ' I '"II" ~ ~
Control: Stap Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
~ Rights: Include Include Include Include Rights: lnclude Include Include lnclude
, Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 Lenes: 0 0 11 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 2 0 0
,
~ _..---------I---------------I~--...----------II--------------- ---------------I ------------I--------------- 1I------ ---------II---------------~I"
! Volume Module: Volume Module:
1 Base Vol: 5 0 20 0 0 0 0 930 20 5 810 0 eese Vol: 15 0 50 0 0 0 0 875 25 35 770 0
GroWth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
~ Initial Bse: 5 0 21 0 0 0 0 958 21 5 834 0 Initial Bse: 15 0 52 0 0 0 0 901 26 36 793 0
( User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.94 0.44 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHf Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
PHF Volume: 5 0 22 0 0 0 0 1019 22 S 888 0 PNF Volume: 16 0 55 0 0 0 0 959 27 38 844 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
i Final Vol.: 5 0 22 0 0 0 0 1019 22 S 888 0 Finat Vol.: 16 0 55 0 D 0 0 959 27 38 844 0
------------I ~ ..j..-------I
~ Adjusted Volune Module: Ad usted Volume Module•
' Grade: OX OX OX OX Grade: OX OX O% OY.
~ X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
' X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Trck/Cmb PCE: Ir-M xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx
i Adj Vol.: 6 0 24 0 0 0 0 1019 22 6 888 0 Adj Vol.: 8 0 60 0 0 0 0 959 27 42 844 0
i I
~ Critical Ga Module• ~ II II I (1 II"'"'"""'"'"" '"II I
I p • Criticel Gap Module:
MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx
Critical Gp: 4.4 xxxx 11.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx Critical.Gp: 4.4 xxxx 11.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx
~ I I"""' ~ ~ ' ~"'""""'"""'"I
Capacity Module: Cepacity Module:
Cnflict Vol: 1923 xxxx 520 xxxx xxxx xxxxx xxxx xxxx xxxxx 1041 xxxx xxxxx Cnflict Vol: 1855 xxxx 493 xxxx xxxx xxxxx xxxx xxxx xxxxx 986 xxxx xxxxx
Potent Cap.: 250 xxxx 321 xxxx xxxx xxxxx xxxx xxxx xxxxx 473 xxxx xxxxx Potent Cap.: 263 xxxx 347 xxxx xxxx xxxxx xxxx xxxx xxxxx 507 xxxx xxxxx
Adj Cap: 0.99 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx Adj Cap: 0.42 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx
Move Cap.: 247 xxxx 321 xxxx xxxx xxxxx xxxx xxxx xxxxx 473 xxxx xxxxx Move Cep.: 242 xxxx 347 xxxx xxxx xxxxx xxxx xxxx xxxxx 507 xxxx xxxxx
---I ~ ------------I :---------....-11 -------------..II._...----------~
level Of Service Module: level Of Service Module:
StopPed Del: 14.9 xxxx 12.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx StopPed Del: 16.0 xxxx 12.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx
lOS by Move: * * * * * * * * t B * • LOS by MoVe: * * • t * * i * * B * *
( Movement: LT - - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Movement: LT - - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
~ Shared Cap.: xxxx xxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx xxxc xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Shrd StpDel:xxxx 1. xxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxnx xxxxx Shrd StpDel:xxxx 14. xxcx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
ShaPed LOS• * C * * * * * * * * * * ShePed LOS: * C * * * * * t ,t t ~ ~
ApproachDel: . 0.0 0.0 0.1 ApproachDel: 1. 0.0 0.0 0.4
, Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR
~
~0 v_ -7~ ^
G
C`
i ~
99BK-YIC.OUT 6-22-98 2:41p Page 3 of 7
998K-WK.CMD Mon Jun 22, 1998 14:41:58 Page 6-1 498K-uK.CMD Mon Jun 22, 1998 14:41:56 Page 7-1~
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1994 BACKGROUND WEEKEND NOON PEAK HOUR CONDITIONS 1999 BACKGROUND WEEKEND NOON PEAK HOUR CONOITIONS
Level Of Service Computation Report level Of Service Canputation Report
1994 HCM Unsignalized Method (Base Volume Alternative) 1994 NCM Unsignalized Method (Base Volume Alternative)
r~r~rrr,tr,r,r*~r,r,r*,r**,r,r,rtr~,r~t,r,rt,r,►,r,re**,►*fr,r,rrn,rr*r~r,r~r~t*,r**,r*,r,rr*,rt+r,r,r,r,t,►ttt*r,►r+rr ,r*,►,t,r,►*,rrt+r*,t,tr,r,rr*+~,r*rr**r,rt~,r*ttrr~*,r*rrrtr~trt~*,rr~r*r~,r,rrt*,r*,r,rrr,r~~**~,rr,r,r~
Intersection #4 SPRAGUE/EAGLE ACCESS Intersection #5 SPRAGUE/CARNAHAN
r,rt,t+t~e,t,►,rrr,rt,r,r,r,rrr,trr,r,r,rr~,rrrrr,tr**,r,r,r,►,r,r,r,rr+t*r~►krt,t,t,ttrr*,rrar*,r***,r*~*,r*~,rrrrtr~ ,r~+r,rr**r***,r,r,rr,r,►rter******rr,r,r,►r,e,r,r,r,rrr,rr*rx,r,r**,r,r,r,r~,r**,r*,t,►*~,r~*,r~~~+~,►r~~~r,r*
Average Delay (sec/veh): 2.1 Norst Case Level Of Service: D Average Delay (sec/veh): 0.9 Worst Case Level Of Service: C
r,r+,r~t~*ttr,rr,r***#,r*,r~****,r*,r,rrrr,r,r,r**,r,►*,rr~*~r~rr,►,rxx,r,r*r,r**rr,r*r+nr***,r,►,rr*,rrrr,r,r ,r,~***,r~t,r***t,r~**r~t*,t,t******,r*,r~**,r~***r,rr*tt***,r,r,r*,r,r*~r~*,rrr~,r,r,rr**~r*r,r,rr,r~~
Approach: North Bound South Bourxl East Bound West Bound Approach: Narth Bound South Bound East Bound West Bound
Movement: l_ T- R L-.: T_ R L: T:_-R-; _L_.: T- R Movement: L- T- R L- T- R L- T- R L- T- R
- ~ __II . "__II_ _ _ I
Control: Sto p Si gn Sto p Si gn Uncontroll e d • U n c o n t r o l l e d C o n t r o l: . . S t o p S i g n S t o p S i g n U n c o n t r o l l e d U n c o n t r o l l e d
Rights: Include Include Include lnclude Rights: Include lnclude lnclude lnclude
Lanes: 0 1 0 0 1 0 0 11 0 0 1 0 1.1 0 1 0 1 1 0 lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 1 0 1 0 2 0 0
------------I ...............II--------------- -------......__I _...--------I--------------- 1I--------------- •------•--.._..I~---------------I
Volume Module: Volume Module:
ease Vol: 55 10 70 2 10 60 SS 780 110 30 685 20 ease Vol: 35 0 45 0 0 0 0 900 55 25 775 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
lnitial Bse: 57 10 72 2 10 62 57 803 113 31 706 21 Initial Bse: 36 0 46 0 0 0 0 927 57 26 798 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHf Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
PHF Volume: 60 11 77 2 11 66 60 855 121 33 751 22 PHF Volune: 38 0 49 0 0 0 0 986 60 27 849 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Finel Uol.: 60 11 77 2 11 66 60 855 121 33 151 22 Final Vol.: 38 049 0 0 0 0 986 60 27 849 0
I --------e------ ~I ...............II---------------~I--------------- ~ I--------------- 1I--------------- 11 ------------...II---------------I
Adjusted Vol~une Module: Adjusted Volume Module:
Grade: 0% OX 0% ~ OX Grade: OX 0% OX 0%
~L Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx ~cxx xxxx X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PcE adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx CycllCar PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Trck/Cmb PCE: xx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx
Adj Vol.: 84 2 12 72 66 855 121 36 751.___22 Adj Vol.: 42 0 60
66 12 30 849 0
54 _0 0 0 0 986
•---~~---------------~I--------------- ~ ----------1I---------------
Critical Gap Module: Critical Gap Module:
MoveUp Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx xxxxx 2.1 xxxx xxxxx MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx
Critical-Gp: 4.4 3.9 11.4 4.4 3.9 11.4 5.5 xxxx xxxxx 5.5 xxxx xxxxx Critical Gp: 4.4 xxxx 11.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx
---~---------------~I-----•---------~I------•--------II--------------- ~ ~-----...-------~I-....----------II--------------- ----------...__I
Capacity Module: Capacity Module:
Cnfltct Vol: 1764 1781 48$ 1715 1830 386 773 xxxx xxxxx 975 xxxx xxxxx Cnflict Vol: 1893 xxxx 523 xxxx xxxx xxxxx xxxx xxxx xxxxx 1046 xxxx xxxxx
Potent Cap.: 282 358 353 293 348 468 660 xxxx xxxxx 514 xxxx xxxxx Potent Cap.: 256 xxxx 319 xxxx xxxx xxxxx xxxx xxxx xxxxx 470 xxxx xxxxx
Adj Cap: 0.72 0.84 1.00 0.65 0.84 1.00 1.00 xxxx xxxxx 1.00 xxxx xxxxx Adj Cap: 0.94 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx
Move Cap.: 202 300 353 189 291 468 660 xxxx xxxxx 514 xxxx xxxxx Mave Cap.: 240 xxxx 319 xxxx xxxx xxxxx xxxx xxxx xxxxx 470 xxxx xxxxx
---------------II-----..__...---II"-------------- I ------I:-- - " ~
level Of Service Module: level Of Service Module:
Stopped Del: 25.3 12.5 13.0 19.3 12.9 8.9 6.0 xxxx xxxxx 7.5 xxxx xxxxx Stopped Oet: 17.9 xxxx 13.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx
LOS by Move: * * C * * * 8 * * 8 * * LOS by Move: * * * * * * * * * 8
Movement: LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Movenent: LT t18.8 RT LT - LTR- RT LT LTR - RT LT - LTR - RT
Shared Cap.: xx xxxxx xxxx 416 xxxxx xxxx xxxx xxxxx xxxx xxxx xxn~cx Shared Cap.: xxxx xxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Shrd StpDel 2xxx xxxxx xxxxx 10.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxx xxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared IOS: D C Shared IOS: ApproachDel: 18.0 9.8 0.4 0.3 Approach0el: 0.0 0.0 0.3
Traffix 6.8.1511 (c) 1995 OoWling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Douling Assoc. licensed to Kittelson, Portland, OR
v -IT p,31
~ :
r:
Z13 ~79 ~
~
99BK-MK.OUT 6-22-98 2:41p Page 4 of 7
r r r rr r~r w~ r~r r rr
996K-uK.CMD Mon Jun 22, 1998 14:41:58 Page 8-1 998K-WK.CMD Mon Jun 22, 1998 14:41:58 Page 9-1
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 K[TTEl50N & ASSOCIATES, INC.: PROJECT #1668-2
NOME DEPOT PHASE 2- SPOKANE COUNTI', WASHINGTON NOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1999 BACKGROUND WEEKENO HOON PEAK HOUR CONDITIONS 1999 BACKGROUND uEEKEND NOON PEAK HOUR CONDITIONS
Level Of Service Computetion Report Level Of Service Computation Report
1994 HCM Operetions Method (ease Volume Alternative) 1994 HCM Unsignalized Method (Base Voliane Alternative)
~,►►trtrt,r,r~~r,r,t*,trt,►r*****r,rt***ttrt,tta,rt*,t,tt**+rr,ttr►t**,t*r~t**t**rtr,r*,r*t~~~~ttr,r,r +r*****~rrrt**,r,rtrr*,r+rrt~*~*t**,r****~,►~*rtt,r,r,r,r,r**,r,rrrrt*,r,rtrr~rrt*ttt~*,rrt~~*r,r,►r
Intersection #6 SPRAGUE/HAVANA lntersection #13 FANCHER/NORTH ACCESS
r«•,►•..~r«r,r~~rrrr*.r~*,r,rr,►~**rrr~rr~*,r*,r,r****r,rt•rr**,rrr**r,rr,r*rr,rr~**r**,rt,►t*r *,r*r**,r~rr~r,r*,r.,rr,r•r«,~*rr*r,r*.**,r«*,r•.r««,r~r,r,r,r,r,r,r,r,r.~•,r**,r..rr*~*~~•~*r..r,r,r,r.r~•
Cycle (sec): 100 Criticel Vol./Cap. (X): 0.486 Average Delay (sec/veh): 2.4 Worst Case Level Of Service: e
loss Time (sec): 9(Y+R = 4 sec) Average Oelay (sec/veh): 14.1 ********"************~******************++*+*****************r**********+~*******
Optimal Cycle: 33 level Of Service: B Approach: North eound South Bound East Bound 41est eaund
~**~r*r*rr,r,rr*,r#*r,►,►,rr+tt,r*,t,r,rt,rt~s+r~►*,ttr►,r,rr~r~r**n~trttr,r,r*rrr*ttrr,rrrr~t*,rrrrr*r,r MOVement: L- T- R L- T- R L- T- R l- T- R
Approach: North Bound South Bound East Bound uest Bound ----•-------I--------------'II" " " '"II""""-"" " """--"II"""" " " ""'"""I
Movement: L- T- R L- T- R L- T- R L- T- R Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
------------I 11 11 Rights: lnclude Include Include Include
Control: Permitted Permitted Protected Protected lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0
Rights: Include Include Include Include ---------------II'-........__..-I
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Volune Modute:
lanes: 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 Base Vol: 230 165 0 0 230 75 60 0 90 0 0 0
11 11 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Uolume Modute: Inttial ese: 237 170 0 0 237 77 62 0 93 0 0 0
Base Vol: 70 155 125 75 125 75 65 700 50 95 620 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
GroWth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 PNF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Initial Bse: 72 160 129 77 129 77 67 721 52 98 639 T7 PNF Volune: 258 185 0 0 258 84 67 0 101 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Final Vol.: 258 185 0 0 258 84 67 0 101 0 0 0
PNF Volune: 76 168 136 81 136 81 TO 759 54 103 672 81 I---------------II---------------II---------------II---------.....-I
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Adjusted Volume Modute:
Reduced Vot: 76 168 136 81 136 81 TO 759 54 103 672 81 Grade: 0% OR 0% OX
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
MlF Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.05 1.05 1.00 1.05 1.05 X Truck/Carib: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Final Vol.: 80 176 142 85 142 85 70 797 57 103 706 85 PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 •1.10 1.10 1.10 1.10
~ ~ ~ Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Saturation F oN Modute: Trck%Cmb PCE: xxxx xxxx xxxx xxxx x xxxx xxxx xxxx
Sat/lane: 1900 1900 1900 1900 1900 1900 1400 1900 1900 1900 1900 1900 Adj Vol.: 283 185 0 0 258 84 74 0 111 0 0 0
Adjustment: 0.70 0.70 0.70 0.62 0.62 0.62 0.92 0.96 0.96 0.92 0.95 0.95 "----------11
~
Lanes: 0.40 0.89 0.71 0.54 0.92 0.54 1.00 1.87 0.13 1.00 1.79 0.21 Critical Gap Modute:
Final Sat.: 535 1178 950 646 1080 646 1752 3409 244 1752 3227 389 MoveUp Time: 2.1 xxxx xxxxx xxxxx xxxx xxxxx 3.4 xxxx 2.6 xxxxx xxxx xxxxx
Critical GP: 5.5 xxxx xxxxx xxxxx xxxx xxxxx 4.4 xxxx 11.4 xxxxx xxxx xxxxx
Capacity Ana ysis Modute: --------....I--------------- ---------------II---------------
Vol/Sat: 0.15 0.15 0.15 0.13 0.13 0.13 0.04 0.23 0.23 0.06 0.22 0.22 Capacity Module:
Crit Moves: Cnflict Uol: 341 xxxx xxxxx xxxx xxxx xxxxx 742 xxxx 171 xxxx xxxx xxxxx
Green/Cycle: 0.31 0.31 0.31 0.31 0.31 0.31 0.09 0.48 0.48 0.12 0.51 0.51 Potent Cap.: 1124 xxxx xxxxx xxxx xxxx xxxxx 607 xxxx 858 xxxx xxxx xxxxx
Volume/Cap: 0.49 0.49 0.49 0.43 0.43 0.43 0.43 0.49 0.49 0.49 0.43 0.43 Adj Cap: 1.00 xxxx xxxxx xxxx xxxx xxxxx 0 xxxx 1.00 xxxx xxxx xxxxx
" 11 Move Cap.: 1124 xxxx xxxxx xxxx xxxx xxxxx 454 xxx 858 xxxx xxxx xxxxx
level Of Service Module: ~ I
Delay/Veh: 18.6 18.6 18.6 18.1 18.1 18.1 28.8 11.5 11.5 27.9 10.1 10.1 level Of Service Module:
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Stopped Del: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 4.3 xxx 4.8 xxxxx xxxx xxxxx
AdjDel/Veh: 18.6 18.6 18.6 18.1 18.1 18.1 28.8 11.5 11.5 27.9 10.1 10.1 LOS by Move: A * ' * * * B * A * * *
Queue: 2 4 3 2 3 2 2 15 1 3 12 2 Movement: LT - LTR - RT LT - LTR - RT - LTR - RT lT - LTR - RT
Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Shrd StpOet:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared IOS: * * * * " * * * * * * •
Approach0el: 2.5 0.0 6.6 0.0
Traffix 6.8.1511 (c) 1495 DoWling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed ta Kittelson, Portland, OR
ti
, 996K-Y1C.OUT 6-22-98 2:41p Page 5 of 7
498K-41K.CMD Mon Jun 22 1998 14•41•58 Page 10-1 998K-uK.CMD Mon Jun 22, 1998 14:41:58 Page 11-1_
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC.; PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME OEPOT PNASE 2- SPOKANE COUNTY, WASHINGTON
1999 BACKGRWND NEEKEND NOON PEAK HOUR CONDIiIONS 1999 BACKGROUND WEEKEND NOON PEAK NOUR CONDIT[ONS
~
~ Level Of Service Computation Report Level Of Service Computation Report
1994 HCM Unsignalized Plethod (Base Volume Alternative) 1994 NCM Operations Method (8ase Volune Alternative)
***ti********AMA*~kAR*tt**R*tYt~R*i**f~ARtA*##*1r~lttkfllr~*#*At~tii#**Rl1r***tk*'k1r1rAltt# tk**tti#***f**tk1nF*it#i*#**4**k*#1r**iit*t###***tk#tF***f**'R***tk*f*****f#**t##***~*t#
Intersection #21 FANCHER/SOUTH ACCESS Intersection #22 SPRAGUE/DOLLAR
**,r,r,r*,r,r*,rt*rrr,rt~~r,r~,trrrrr,►~,~~,►,rr+t+rrrtt,►*,r**,rirr,rtr,r**r,r~trrr~t,r,rr,rt**,r,e,r,r,r**f:,r~,r,r **r~r~~rt~,►,r,t,rr*,r,r*~►r*,r,r,r~~**,►*,►,r**,r,►rrr*t#**,r,r,rr,r~*~,r*#*,r,r,r*,r~r~,r~*~*rr,r,r~r*rrr,r
Avcragc Delay (sec/veh): 1.0 Worst Case level Of Service: e Cycle (sec): 100 Criticel Vol./Cap. (X): 0.432
. '"***''~''*`""'"'`""`*""""****'"''*'"'''`'`*"*'`****'`****t******'"******t*''************* loss Time (sec)' 9(Y+R = 4 sec) Average Delay (sec/veh): 8.7
Approach: North 8ound South Bound East Bound West Bound Optimal Cycle: 31 level Of Service: e
~ Movement: L- T- R L- T- R L- T- R L. T_ R ***A*ir#ktR*f****1tAR*ir**#tf~tt#*****MM1et1r**tk*t*t*~k*~t****~Ir**1r*~***~!**fk*#irAlrf~M*
~ ~ ~ I Approach: North Bound South 8ound East Bound Nest Bound
Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Movement: L - T - R L- T- R L- T- R L - T _R I
Rights: Include include Include Include I _ ---I1 ...............11 --------....---11
lanes: 0 0 2 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 Control: Permitted Permitted Protected Protected
- - Rights: Include Include Include Include
~~II I
Volume Module: Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Base Vol: 0 395 0 0 320 2 0 0 145 0 0 0 lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 2 1 0 1 0 2 1 0
Grouth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
~ Initial Bse: 0 401 0 0 330 2 0 0 149 0 0 0 Uolune Modull. II ' II _ (I ' I
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Base Vol: 180 2 35 10 10 15 15 1155 20 30 1135 2
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
PHf Volume: 0 442 0 0 358 2 0 0 162 0 0 0 Initial Bse: 185 2 36 10 10 15 15 1190 21 31 1169 2
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
I Final Vol.: 0 442 0 0 358 2 0 0 162 0 0 0 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
- PHF Volume: 193 2 38 11 11 16 16 1239 21 32 1218 2
Ad'usted Volume Hodule: 'III II)
1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Grade: OX OX OX OX Reduced Vol: 193 2 38 11 11 16 16 1239 21 32 1218 2
i X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx MlF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.00 1.10 1.10
PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Final Vol.: 193 2 38 11 11 16 16 1363 24 32 1340 ~ 2
, Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ---------------II""""" ""II" "'ll"""""""-""'"""I
I Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xac xxxx xxxx Saturation F ou Module:
Adj Vol.: 0 442 0 0 358 2 0 0 179 0 0 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
""""""""'"'I ' Adjustment: 0.82 0.83 0.83 0.79 0.79 0.79 0.42 0.97 0.97 0.92 0.97 0.97
Critical Gap Module: lanes: 1.00 0.05 0.95 0.29 0.29 0.42 1.00 2.95 0.05 1.00 2.99 0.01
Movellp Time:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2.6 xxxxx xxxx xxxxx Final Sat.: 1550 79 1507 435 435 633 1752 5438 96 1752 5526 8
Critical Gp:xxxxx xxxx xxxxx xxxxx xxxc xxxxx xxxxx xxxx 11.4 xxxxx xxxx xxxxx
I~------------------------ -
------------I -----•---------~I--------------- 11 Capacity Ana ysis Module:
; Capacity Module: Vol/Sat: 0.12 0.03 0.03 0.03 0.03 0.03 0.01 0.25 0.25 0.02 0.24 0.24
' Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 180 xxxx xxxx xxxxx Crit Moves:
! Potent.Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 835 xxxx xxxx xxxxx Green/Cycle: 0.29 0.29 0.29 0.29 0.29 0.29 0.02 0.58 0.58 0.04 0.60 0.60
, Adj Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx xxcx xxxx 1 xxxx xxxx xxxxx Voltme/Cap: 0.43 0.09 0.09 0.09 0.09 0.09 0.40 0.43 0.43 0.43 0.40 0.40
~ Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxicx xxxx 835 xxx xxxx xxxxx
~ -
Level Of Service Module: II_""' -__'"II" II'"" "I
; level Of Service Module: Dela y/Ueh: 19.1 16.8 16.8 16.8 16.8 16.8 34.7 7.7 7.7 32.7 6.9 6.9
Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxzxx xxxx 5.4 xxx xxxx xxxxx User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
LOS by Move: * * * * * * * * B * * * AdjDel/Veh: 19.1 16.8 16.8 16.8 16.8 16.8 34.7 7.7 7.7 32.7 6.9 6.9
Movement: LT - LTR - RT lT - LTR - RT LT - lTR - LT - LTR - RT 0ueue: 4 0 1 0 0 0 0 21 0 1 20 0
~ Shered Cap.: XXXX X%%x XXXXX XXXX XXXJ( XXXXX XXXX XXXX XXl(XX XXIIX XXXX XXIU(X rr,r,t*,►,►***,t*,t,tt,t*,rr**,r~,r,rr*ttr**r,►****t,►,►,►***t**t*r**********tr**w******a+r*xr****
Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxcx xxxxx xxzxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: * * * * * * ~ * * * • *
ApproechDel: 0.0 0.0 5.4 0.0
~
i .
i Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 DoWling Assoc. Licensed to Kittelson, Partland, OR
` v q
O.ZI
, .
~ c-
~
~
998K-1A(.OUT 6-22-98 2:41p Page 6 of 7
99BK-41K.CMD Mon Jun 22, 1498 14:41:58 Page 12-1
KITTELSON 8 ASSOCIATES, 1NC.: PROJECT #1668-2
~ HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
' 1999 BACKGROUND VEEKEND NOON PEAK HOUR CONDITIONS
~
~ Level Of Service Canputation Report
~ 1994 HCM Operations Method (ease Volume Alternative)
, +t##ftRt***t*irlrlr*tR*A~Aft**~#*A*irlrirt*~A*A*A4*At*1r►**f*Rt**RAAiririr#*tM*t#RftRAMir*tR
~ [ntersection #28 FANCHER/BROADWAY
~ ~,t*rt~rtrrtrt,t,t***r,t*,ttA*,ta,rar*A,t**,tt***,r~rrrr*r,r*,nt,trr*rr,rr,r*,r**,t,t,r,rr,rr,rrt,r,r*ttt*
; Cycle (sec): 120 Criticat Vol./Cep. (X): 0.298
~ Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 22.6
Optimal Cycle: 31 level Of Service: C
I ****A****tRAA**A****ttY**A*kkM*M***A*R*t*A#tRAtF**tkt**fl*~*#ttlr*1r'RfMtA**t~*#i#***fAir#
Approach: North Bound South Bound East Bound uest Bound
~ Movement: L-_._T - R L - .T _ - R L- T- R L- T- R
~ Control: Protected II Protected II Split Phase II Split Phase I
Rights: Include Include Include include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
lanes: 1 0 1 1 0 1 0 1 1 0 0 1 1 0 1 0 1 0 1 0
......__....I ...............II---------------
Volume Module:
~ Base Vol: 45 155 60 65 165 65 30 75 20 65 175 35 ,
~ Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
~ Initiat Bse: 46 160 62 67 170 67 31 77 21 67 180 36
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81
; PHF Volume: 57 197 76 83 210 83 38 95 25 83 223 45
~ Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 197 76 83 210 83 38 95 25 83 223 45
. PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
j MLF Adj: 1.00 1.05 1.05 1.00 1.05 1.05 1.00 1.00 1.00 1.05 1.05 1.05
' Final Vol.: 57 207 80 83 m220 87 38 95 25 87 234 47
i Saturation F ow Module:
i Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
; Adjustment: 0.92 0.93 0.93 0.92 0.93 0.93 0.92 0.97 0.83 0.94 0.44 0.94
I Lanes: 1.00 1.44 0.56 1.00 1.43 0.57 0.59 1.41 1.00 0.47 1.27 0.26
; Final Sat.: 1752 2555 987 1752 2538 1004 1038 2596 1568 846 2276 457 .
~ '--------------I~---------------I~.._..----------~
i
E Capacity Ana ysis Module:
; Vol/Sat: 0.03 0.08 0.08 0.05 0.09 0.09 0.04 0.04 0.02 0.10 0.10 0.10
~ Crit Moves:
; Green/Cycle: 0.12 0.27 0.27 0.16 0.31 0.31 0.12 0.12 0.12 0.35 0.35 0.35
' Volume/Cap: 0.28 0.30 0.30 0.30 0.28 0.28 0.30 0.30 0.13 0.30 0.30 0.30
..----------I
level Of Service Module:
Delay/Veh: 31.4 22.4 22.4 28.9 20.0 20.0 31.1 31.1 30.3 18.5 18.5 18.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
i AdjDel/Veh: 31.4 22.4 22.4 28.9 20.0 20.0 31.1 31.1 30.3 16.5 18.5 18.5
I Cueue: 2 S 2 2 6 2 1 3 1 2 6 1
......,r,r«.~,r*.*.,rr. rrr*,rr,~r***,r~,r.. rtr. t«,r,rr**r.*,rrra,r*,r,r,r*r.,r,►rr*,r,rr*.r***,►rr*r~
Traffix 6.8.1511 (c) 1995 Douling Assoc. licensed to Kittelson, Portland, OR
S
~
~
998K•IIIC.OUT 6-22-98 2:41p Page 7 of 7 ~
~
'
, .
.
,
- - -J ~ l
,
I
Appendix E -
1999 Total Level of Service
\
Wo rks h eets
99-PM2.IN------------------Mon Jul 20 1998 16:51•22 --------.._._..Page 1-1 99-PM2.IN ---------•-------Mon Jul 20 1998 16:51•22 ---....._.Page 1-2
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASNINGTON
1999 TOTAL WEEKDAY PM PEAK HOUR CONDITIONS 1499 TOTAL WEEKDAV PM PEAK HOUR CONDITIONS
Turning Movement Report Volume Northbound Southbound Eastbound Westbound Total
Type Left Thru Right left Thru Right Left Thru Right Left Thru Right Volume
Volune Northbound Southbound Eastbound Westbound Total
Type left Thru Right Left Thru Right left Thru Right Left Thru Right Volume #21 FANCHER/SOUTH ACCESS
ease 0 412 0 0 700 5 0 0 72 0 0 0 1190
#1 SPRAGUE/fANCHER Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Base 2 21 21 304 299 144 160 881 41 36 572 232 2711 PassBy 0-60 0 0-15 0 0 0 -15 0 0 0 -90
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 352 0 0 685 S 0 0 57 0 0 0 1100
Passey 0 0 0 -5 -10 -15 -30 15 15 0 50 -30 -10
Total 2 21 21 299 289 129 130 896 56 36 622 202 2701 #22 SPRAGUE/DOIIAR
Base 196 10 72 15 5 15 10 2091 15 36 1715 2 4184
#2 SPRAGUE/NONE Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Base 15 0 36 0 0 0 0 1035 21 26 711 0 1844 PassBy 10 0 0 0 0 0 0 5 0 0 5 0 20
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 206 10 72 15 5 15 10 2096 15 36 1720 2 4204
PassBy 0 0 0 SO 0 80 90 -50 0 0•40 75 205
Total 15 0 36 SO 0 80 90 985 21 26 671 75 2049 #28 FANCHER/BROADUAI'
8ase 77 355 67 196 484 124 82 417 155 82 294 129 2462
#3 SPRAGUE/MCKINNON Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Base 15 0 46 0 0 0 0 1009 21 36 742 0 1869 PassBy 0 5 5 0 5 0 0 0 0 5 0 0 20
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 77 360 72 196 489 124 82 417 155 87 294 129 2482
PassBy 0 0 0 0 0 0 0 40 0 0 40 0 80
Total 15 0 46 0 0 0 0 1049 21 36 782 0 1949
#4 SPRAGUE/EAGLE ACCESS
Base 36 5 52 2 5 31 26 1009 77 21 788 S 2057
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
PassBy 0 -5 S -2 -5 -30 -25 35 0 5 40 -5 13
Total 36 0 57 0 0 1 1 1044 77 26 828 0 2070
#5 SPRAGUE/CARNAHAN w
Base 31 0 36 0 0 0 0 1076 46 31 824 0 2045
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 PassBy 0 0 0 0 0 0 0 10 0 0 10 0 20
Total 31 0 36 0 0 0 0 1086 46 31 834 0 2065
#b SPRAGUE/HAVANA
Base 36 196 139 139 304 77 93 855 93 118 736 67 2853
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
PassBy 0 0 5 0 0 0 0 S 0 5 5 0 20
Total 36 196 144 139 304 77 93 860 93 123 741 67 2873 '
#13 FANCNER/NORTH ACCESS
Base 98 324 0 0 654 57 57 0 52 0 0 0 1241 ~
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 ~
PassBy -60 0 0 0 0 10 10 0 -15 0 0 0 -55
Total 38 324 0 0 654 67 67 0 37 0 0 0 1186 '
~
i
. l
i
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portlend, OR j
S
- - - = - - ----A._=. . ~
99-PM2.0UT 7-20-98 4:51p Page 1 of 7 -
r ~ ■i■ ~ ~ ~ ~ ~ ~ ~ ~w ~ r ~ ~ ~ ~ ~ ~
99-PM2.IN Mon Jul 20, 1996 16:51:22 Page 2-1 99-PM2.IN Mon Jul 20, 1998 16:51:22 Page 3-1
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, NASHINGTON
1999 TOTAL WEEKDAY PM PEAK NOUR CONDITIONS 1999 TOTAL WEEKDAY PN PEAK HOUR CONDITIONS
Impact Analysis Report Levet Of Service C-omputatian Report
Levet Of Service 1994 HCM Operations Method (Future Volwne Alternative)
r**,►***i*s,►,►r,trt,►,ttr~*,t,r,t,►**~ r rtr,►*r,r,r,r,r,rrr,r~,r,r,r,r**,►**,rir r*,rr rt,r**~,►rrr,►rr,r,~ r,r,►,rr
Intersection Base Future Change Intersection #1 SPRAGUE/FANCHER
Del/ V/ Del/ V/ ln **rrtr,~t,►r*,rr*r*tr,rrrrrr,rr,r,r~r~,r#,r,rr,►,r*r**,r,r~,►,r*r,r*,rr,►,►~r,~,rr,rr***w*,r*rs~,r*s~r~~,r
lOS Veh C LOS Veh C Cycle (sec): 120 Critical Vot./Cap. (X): 0.617
# 1 SPRAGUE/FANCHER C 20.0 0.609 C 19.4 0.617 -0.623 D/V Lass Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 19.4
Optimal Cycle: 51 Levet Of Service: C
# 2 SPRAGUE/HOWE C 0.6 0.000 D 2.3 0.000 + 0.000 V/C **#rr*,►r,e,e*,r*tn►,~rt,r*r►t,rrr*,t~~*,rrt,tt**,t,t,t,t,r,t,t**,tr*,t,r,~**r~*rs~:,r,r*~,t,►*,►,►r,r,►w,rr*,rr
Approach: North Bound South Bound East Bound West Bound
# 3 SPRAGUE/MCKINNON C 0.8 0.000 D 0.8 0.000 + 0.000 V/C Movement: L- T- R L- T- R L- T- R L- T- R
I--------------- II--------------- II--------------- II---------------I
# 4 SPRAGUE/EAGLE ACCESS D 1.5 0.000 D 1.2 0.000 + 0.000 V/C Control: Protected Protected Protected Protected
Rights: Include lnclude Include Ignore
# S SPRAGUE/CARNAHAN D 0.8 0.000 D 0.8 0.000 + 0.000 V/C Min. Green: 4 4 0 0 0 0 0 0 0 0 0 0
lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1
# 6 SPRAGUE/HAVANA C 16.7 0.663 C 16.7 0.668 + 0.092 D/U ....--------I 1I------....-----~
Volune Nodule:
# 13 FANCNER/NOR1H ACCESS C 1.7 0.000 C 1.2 0.000 + 0.000 Y/C Base Yol: 2 20 20 295 290 140 155 855 40 35 555 225
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 0.00
# 21 FANCNER/SOUTH ACCESS B 0.7 0.000 B 0.5 0.000 + 0.000 V/C Initiel Bse: 2 21 21 304 299 144 160 881 41 36 572 0
Added Uol: 0 0 0 0 0 0 0 0 0 0 0 0
# 22 SPRAGUE/DOLLAR B 7.7 0.646 B 8.0 0.654 + 0.279 D/V PassereyVol: 0 0 0 -5 -10 -15 -30 15 15 0 50 -30
Initiel Fut: 2 21 21 299 289 129 130 896 56 36 622 0
# 28 FANCHER/BROADWAY D 26.9 0.632 D 27.0 0.638 + 0.048 D/V User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.00
PHF Volune: 2 24 24 348 336 150 151 1041 65 42 723 0
Reduct Uol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Uol: 2 24 24 348 336 150 151 1041 65 42 723 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
MlF Adj: 1.00 1.05 1.05 1.00 1.05 1.05 1.00 1.05 1.05 1.00 1.05 0.00
Final Vol.: 2 25 25 348 352 158 151 1094 69 42 759 0
Saturation F aw Module:. II---------------II-...-----------II---------------I
Sa t/lane: 1900 1900 1400 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.92 0.90 0.40 0.92 0.92 0.92 0.92 0.96 0.96 0.92 0.97 1.00
lanes: 1.00 1.00 1.00 1.00 1.38 0.62 1.00 1.88 0.12 1.00 2.00 1.00
Final Sat.: 1752 1716 1716 1752 2419 1086 1752 3436 217 1752 3689 1900
Cepacity.Ana ysis Module:---II---------------
Vol/Set: 0.00 0.01 0.01 0.20 0.15 0.15 0.09 0.32 0.32 0.02 0.21 0.00
Crit Moves•
Green/Cycle: 0.03 0.03 0.03 0.32 0.32 0.32 0.16 0.51 0.51 0.04 0.39 0.00
Volume/Cap: 0.03 0.44 0.44 0.62 0.46 0.46 0.53 0.62 0.62 0.62 0.53 0.00
Levet Of Service.Module:.---II-------------- II" -------------II-------...-----I
Delay/Veh: 36.3 38.5 38.5 24.0 21.3 21.3 31.3 14.1 14.1 47.7 18.7 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 36.3 38.5 38.5 24.0 21.3 21.3 31.3 14.1 14.1 47.7 18.7 0.0
Oueue: 0 1 1 10 9 4 5 27 2 2 20 0
~,rt*r,ri#,t,t***,t,t,r*rt,ttr,►,r,►,trr*s~*t•,►s*,r,r,r,r~,e,r*r,►r**~r,rt,►..rr#r,r rr,~•.r**,rr,►,~~,►,►r•*r r t
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1945 DoWling Assac. Licensed to Kittelson, Portland, OR
$
~
~
99-PM2.oUT 7-20-98 4:51p Page 2 of 7
~ ~ r ~w ~ t~ ~■r ~ ~ r ~ ~ ~ r~ ~r r s ~ ~
99-PN2.IN Non Jul 20, 1998 16:51:22 Page 4-1 99-PM2.IN Mon Jul 20, 1498 16:51:22 Page 5-1 ~
KITTEISON & ASSOCIATES, INC.: PRQJECT #1668-2 KITTELSON & ASSOCfATES, 1NC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE CWNT'!, WASHINGTON NOME DEPOT PNpSE 2- SPOKANE COUNTY, WASHINGTON
1999 TOTAL NEEKDAY PM PEAK HWR CONDITIONS 1449 TOTpI WEEKDAY PN PEAK HWR COND1T10NS
level Of Service Carywtetion Report level Of Service Cartputation Report
1994 HCM Unsignalized Method (Future Volume Alternetive) 1994 HCM Unsignalized Method (future Volune Alternative)
,r,ra***,tr*,ttt,►,t,t,t,t~t«,trt*n,t,r,tr,ra*,►#,t,r,►r,►,r,t,►r,ttrr,t,tt,tt,►tr,►,t,t*a**,t,►*,►tr,r*tr**rr,tr*~tff# *,r*a,rt,r+r~rrt*,►+r,►*~rtn,►,►t,r,ts,►**,t,►r***,►~trr:,rtrrrr,r,rr,r~*,►r,r,r,rr,r~r,r,r,r:r*,~~,r,rr~,rt*,rr~,r,r~
(ntersection #2 SPRAGUE/HOWE Intersection #3 SPRAGUE/MCKINNON
tt*,r*,►,rti,r,r,►,rrttrrr,rrt,rrrr+r,r~*,e,rtr,rrt,►,►,►r*r,►r,►+►s,r,r+►rr,r,r,rt,rrtstr,r,r,►r,►*,r,r*,►t*,rr,►,r,► inF#*Mt*t*~1r#***t4~M*tM**frAiA*A1ri##~*#A*##ifrt#****tkAAi**##+F***A**tYA*iit*A*tAtff~ttir
Average Delay (sec/veh): 2.3 Worst Case level Of Service: D Averege Delar(sec/veh): 0.8 Worst Cese Level Of Service: D
tt#*f*R#AA***tltt**A***AA*f*#tR1RAt~~ff~filrlr#t***t1*iRirlntM*R**tM#*ttfiilr*####fffftF~~ *ittAAt+k*tt• Att~Rttt!!t1*AAAt*AAA**Ai**f*AA***titi*11t~M#ir**#*f**fA*f~F~**~M#~~ti*****
Approach: North 8ound South Bourxi East Bourd West Bound Approach: North Bound South Bound East Bound West eound
Movement: L- T- R l_:__T - R L- T- R L- T- R Novement: L.___ T- R l- T- R l- T- R l- T- R
II " " II' "II" 'I " I " II "'ll " "II " ~
'-----P---9--"" P --9--
Control: Sto Si n Sto Sin Uncontrolled Uncontrolled Control: Stop Sign Stop Sign llncontrotled Uncontrolled
Rights: Include Include Include Include Rights: lnclude lnclude [nclude Include
lanes: 0 0 1! 0 0 1 0 0 0 1 1 0 1 1 0 1 0 1 1 0 Lanes: 0 0 11 0 0 1 0 0 0 1 1 0 1 1 0 1 0 1 1 0
--------------II---------------~I........----.. II_......_...--- ( -----.......I--------------- ---------------~I.......----....
Uolumie Module: I
Volune Module:
Base Vol: 15 0 35 0 0 0 0 1005 20 25 690 0 Base Vol: 15 0 45 0 0 0 0 980 20 35 720 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
[nitial Bse: 15 0 36 0 0 0 0 1035 21 26 711 0 Initial Bse: 15 0 46 0 0 0 0 1009 21 36 742 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PassereyVol: 0 0 0 50 0 80 90 -50 0 0-40 15 Passer8yYol: 0 0~ 0 0 0 0 0 40 0 0 40 0
Initial Fut: 15 0 36 SO 0 80 90 985 21 26 671 75 [nitial Fut: 15 0 46 0 0 0 0 1049 21 36 782 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.40 0.90 0.90 0.90 0.90 0.90
PNF Volume: 17 0 40 56 0 89 100 1095 23 29 745 83 PHF Volune: 17 0 52 0 0 0 0 1166 23 40 868 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Finel Vol.: 17 0 40 56 0 89 100 1095 23 29 745 83 Final Vol.: 17 0 52 0 0 0 0 1166 23 GO 868 0
Adjusted Uolune Module: Adjusted Volune Module:
Grede: OX 0% OX OX Grade: OX OX OX OX
X Cycte/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Cycle/Cars: xcxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
X Truck/Comb: xxxx xxxc xxxx xxxx xxxx xxnx xxxx xxxx % Truck/Camb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00
Cycl/Cer PCE: xxxx xxcx xxxx xxxx xxxx xxxx xxxx xxxc Cycl/Car PCE: xacxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Trck/Cmb PCE: xcxx xxxx xx xxxx xxxx xxcx xxxx xxcx Trck/Cmb PCE: x~txx xxxx xxxx xxxx xxxx xxxx xxxx
Adj Vol.: 19 0 44 61 0 98 110 1095 23 31 745 83 Adj Vol.: 19 . 0 57 ~ 0 0 0 0 1166 23 44 868 0
Critical Gap Module: Criticel Gap
MoveUp Time: 3.4 xxcx 2.6 3.4 xxxx 2.6 2.1 xxxx xxxxx 2.1 xxxx xxxxx MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx
Critical Gp: 4.4 xcxx 11.4 4.4 xxucx 11.4 5.5 xxcx xxxxoc 5.5 xxxx xxxxx Critical Gp: 4.4 xxxx 11.4 xxxxx xxxx xxxxx xxxxx xxux xxxxx 5.5 xxxx xxxxx
I---------------~I---------......II...---------•--II--------------- ~ -----•------I--------------- II...------------II---------------I~'-------------•~
Capacity Module: Capacity Module:
Cnflict Vol: 1980 xxxx 559 2010 xxxx 414 829 xxxx xxxxx 1118 xxx~c xxxxx Cnflict Yol: 2086 xxxx 594 xxxx xxxx xxxxx xxxx xxxx xxxxx 1189 xxxx xxxxx
Potent Cap.: 240 xxxx 289 234 xxxx 433 616 xxxx xxxxx 431 xxxc xxxxx Potent Cap.: 222 xxxx 261 xxxx xxxx xxxxx xxxx xxxx xxxxx 394 xxxx xxxxx
Adj Cap: 0.63 xxxtt 1.00 0.69 xxxx 1.00 1.00 xxxc xxxxx 1.00 xxxx xxxxx Adj Cap: 0.89 xxxx 1.00 xxxx xxxx xxxcx xxxx xxxx xxxxc 1.00 zxxx xxxxx
Move Cap.: 152 xxxx 289 IF)xxxx 433 616 xxxx xxxxx 431 xxxx xxxxx Move Cap.: 197 xxxx 261 xxxx xxxx xxxxx xxxx xxxx xxxxx 394 xxxx xxxxx
......------I I~-•----------..-------------------.......-~ ------------I 11 "
Level Of Service Module: level Of Service Module:
Stopped Del: 26.8 xxxx 14.5 33.7 xxx 10.5 7.0 xxxx xxxxx 9.0 xxxx xxxxx Stopped Del: 20.0 xxxx 17.2 xxxxx xcxx xxxxx xxxxx x~cx xxxxx 10.2 xxxx xxxxx
LOS by MOVe: • * * * * * * * 8 • * LOS by MOVe• * * ~ * * * * * * C * *
Movement: LT - LTR - RT LT • LTR - RT LT - LTR - RT lT - LTR - RT Movement: ~ LT - - RT LT - LTR - RT LT - LTR - RT lT - LTR - RT
Shered Cap.: xxxx 227 xxxxx xxxx xxxx xxxxc xxxx xxxx xxxxx xxxx ~cxc xxxxx Shered Cep.: xxxx 241 xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Shrd StpDel:xxxxx 21.2 xxxcx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxx xxxx xxxxx xxxx xxxxx xxxxx xnxx xxxxx xxxxx nxnx xxxxx
Shered LOS: 0 • * * * * * * ~ * * ShePed LOS• • * * * t * * * * ' *
ApproachDel: 18.2 19.4 0.6 0.3 ApproachDel: 17.9 0.0 0.0 0.5
Traffix 6.8.1511 (c) 1995 Dowling Assac. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR
_0.~~ v ~6 0. 31
.
~ rbZ ~ Zy1 s
~
~
99-PM2.OlR 7-20-98 4:51p Page 3 of 7 .
~~r wr ~ w~ r r r~ wr~ w~ ~ wr r r~~
99-PM2.IN Man Jul 20, 1998 16:51:22 Page 6-1 99-PM2.IN Mon Jul 20, 1998 16:51:22 Page 7-1
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC.: PROJECT #1668-2
HOME OEPOT PHASE 2- SPOKANE CWNT'!, WASHINGTON NONE DEPOT PHASE 2- SPOKANE COUNT`f, wASHINGTON
1999 TOTAL WEEKDAY PM PEAK HOUR CONDITIONS 1999 TOTAL WEEKOA9 PM PEAK HWR CONDITIONS
level Of Service Computation Report Levet Of Service Canputation Report
1994 HCM Unsignelized Nethod (Future Volune Alternative) 1994 HCM Unsignalized Method (Future Uolume Alternative)
ttttt#f*f►t******t#*R*itf*A#*A*#***InlitMtkt*1r##tk****t#Ir*A##*4*tF~*tkAitif*fRt*ttF**tk* *t*#At1A*fA4###At1A*#*iAAfti*f*Atktt*A**N*yftlet*1r1ri**f*1r*tF*tt******Atr*~****~*it**4*ir
lntersection #4 SPRAGUE/EAGLE ACCESS Intersection #5 SPRAGUE/CARNAHAN
*t***tR1r***tFft*t#tt~R1R#+RtttAARtR***R*itf#*tf+fttt~*tlfiilr4#ttt*tt*AMtk##~*i***itt**** irfA*Rt*~IA*tk~*A*A*f*fAA**tFftfAt*1rftMtF*lftf**tklr#t*#Mtt**AR****f1rt~Y*#~MR**A*iri*#1*#
pverage Delar(sec/veh): 1.2 Norst Case level Of Service: D Average Delay (sec/veh): 0.8 Worst Case level Of Service: D
*tt,tt,rr**~rr *#**#*~tt***Ir#*R**#***A#iAlr*M#tAt**RA~**Aift~*#t►*fft#*ff#tt*#ftA~1A r*~t,rr**rr,►,rair~tr,rt,►*r,r,rtt,r*r,►*,r*,r,rrt,rrr*rt~*tt,rrr,►,r,r,r,r,►*,r**,rr~r*i,t~,rfrr,r*~~,r*r
Approach: North Bound South Baund East Bound uest Bound Approech: North Bound South Bour►d East Bound West Bound
Movement: L ~__T - R L__. T- R L- T- R L- T- R Movement: I_L____ T: R II L- T- R L- T- R L- T- R
. _
I -;-----II-- -_-----II---------------II----•----......I• .
Control: Stop Sign Stop Sign Uncontrolled Uncantrolled Control: Stop Sign Stop Sign II Uncontrolled II Uncontrolled I
Rights: Include Include Include Include Rights: Inctude Include Include Include
lanes: 0 1 0 0 1 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0 lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 1 0 1 0 2 0 0
---------•--I II--------------- ----------.....I~--------------- ~ ---------......II....-----•-----I~---------------~
Volune Module: Volune Module:
Base Uol: 35 5 50 2 5 30 25 980 75 20 765 S Bese Vol: 30 0 35 0 0 0 0 1045 45 30 800 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initiel Bse: 36 5 52 2 5 31 26 1009 77 21 788 5 Initiel ese: 31 0 36 0 0 0 0 1076 46 31 824 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 -5 5 -2 -5 -30 -25 35 0 5 40 -5 PasserByVol: 0 0 0 0 0 0 0 10 0 0 10 0
Initial Fut; 36 0 57 0 0 1 1 1044 77 26 828 0 Initial Fut: 31 0 36 0 0 0 0 1066 46 31 834 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Adj: 0.94 0.94 0.44 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
PHF Volume: 40 0 63 0 0 1 1 1160 86 28 920 0 PHF Volume: 33 0 38 0 0 0 0 1156 49 33 887 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Final Vol.: 40 0 63 0 0 1 1 1160 86 28 920 0 Final Vol.: 33 0 38 0 0 0 0 1156 49 33 887 0
Adjusted Volune Module: Adjusted Yolune Module:
Grede: OX OX O% OX Grade: OX OX OX OX
X Cycle/Cers: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Cycle/Cers: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE: xxxu xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Trck/Cmb PCE: xx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxn xxxx
Adj Vol.:
Critical Gap 44 0 69 0 0 1 1 1160 86 31 920 0 Adj Vol.: 36 • 0 42~ 0 0 0 0 1156 49 36 887 0
M e: Critical Gap M
MoveUp Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx xxxxx 2.1 xxxx xxxxx NoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx
Criticel Gp: 4.4 3.9 11.4 4.4 3.9 11.4 5.5 xxxx xxxxx 5.5 xxxx xxxxx Critical Gp: 4.4 xxxx 11.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx
..~le- ~ ------------I -
Capacit )
Y Mo Cepacity Module:
Cnflict Vol: 2153 2153 623 2110 2196 460 920 xxxx xxxxx 1246 xxxx xxxxx Cnflict Vol: 2100 xxxx 603 xxxx xxxx xxxxx xxxx xxxx xxxxx 1205 xxxx xxxxx
Potent Cap.: 211 284 241 218 277 381 550 xxxx xxxxx 367 xxxx xxxxx Potent Cap.: 219 xxxx 255 xxxx xxxx xxxxx xxxx xxxx xxxxx 387 xxxx xxxxx
Adj Cap: 0.93 0.91 1.00 0.67 0.91 1.00 1.00 xxxx xxxxx 1.00 xxxx xxxxx Adj Cap: 0.91 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx
Move Cap.: 146 259 241 145 253 381 550 xxxx xxxxx 367 xxxx xxxxx Move Cep____ 199xxxx255 xxxx xxxx xx~cxx xxxx xxxx xxxxx 387 xxxx xxxxx
level Of Service .Module: ....ll--------------- ~ ( ------------•--~I---------------
level Of Service Module:
Stopped Del: 23.1 13.9 20.2 24.9 14.3 9.5 6.6 xxxx xxuxx 10.6 xxxx xxxxx Stopped Del: 21.7 xxxx 16.6 xxxxx xxxx xxxxx xxcxx xxxx xxxxx 10.2 xxxx xxxxx
LOS by Move: • t D t ~ * B * + C * * LOS by Move: • * * * * * * t * c *
Movement: - LTR - RT LT - lTR - RT LT - LTR • RT LT - LTR - RT Movement: LT - LTR - RT LT - lTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 6 xxx xxxxx xxxx 329 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxtx Shared Cap.: xxxx 6 xxcxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxz
Shrd StpDet: . xx xxxxx xxxxx 11.0 xxxxx xxxxx xxxx xxxxx xxxcx xxxx xxxxx Shrd StpDel:xxxx x xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
5hared LOS• D * * * C * ~ • * ~ * ~ Shared LOS• • D * • * * * * * * * *
ApproachDel: 21.3 11.0 0.0 0.3 ApproachDel: 1. 0.0 0.0 0.4
Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1445 Dowling Assoc. licensed to Kittelson, Portland, OR
~ 0.`2 l - ~•~JS -
~ C, 2 Z~ s
31
~
99-PM2.OUT 7-20-98 4:51p Page 4 of 7
99-PM2.IN Mon Jul 20, 1998 16:51:22 Page 8-1 49-PM2.IN Mon Jul 20, 1998 16:51:22 Page 9-1
;----••----...----------------...i-----;---...------------------•---------
KITTELSON & ASSQCIATES, INC.: PROJECT #1668-2 KITTELSON 8 AS50CIATES INC. PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHIHGTON
1499 TOTAL YEEKDAY PM PEAK HWR CONDITIONS 1999 TOTAL WEEKDAY PM PEpK HWR CONDITIONS
level Of Service Computation Report Level Of Service Computation Report
1994 HCM Operations Method (Future Volune Alternative) 1994 HCM Unsignalized Method (Future Volune Alternative)
,►t,rt*,tr,tt,t,►~~*,t*r,►t~rrrt,t,r,r,r*,t,t~r,rtrt,trr,t,rrt*,►,tt,rr,tr~r,►t~►,c,►,t**,t*t~,►~rrfrr,►~r,ttr#,tr*t ,t,►*,rtsart,tt*r*,►,rtrr,►rs,►,►,e,rrr,r,t,rr~*tf,r,rr#rr***,r,r,r,r*,r,►rtsr***rr~rr,►*,rr~~*~r~~,r,r,r~r
lntersection #b SPRAGUE/HAVANA lntersection #13 FANCNER/HORTH ACCESS '
*tRR**iAttR#AtAt#AR#t**~**tttRtYl~*##At#tt4*ttMitk#+kiA#tt*i*#tMtM**tttlt**#**#*MttF*1ntYt#* 4~#*AAA**#1t*AftA*1r#*tYA***tMfFAlrt~****#*lrir#AtA*if*t**#f*fAir**tY#Ai*~*iItMlrirt~itftiii~
Cycle (sec): 100 Critical Vol./Cap. (X): 0.668 Average Delay (sec/veh): 1.2 Worst Case level Of Service: C
loss Time (sec): 9(Y+R = 4 sec) Average Deley (sec/veh): 16.7 *#ftAtiitit*#fti~tlri~►#i###*tYtit*tiiA*i*A**~**ir*i***#**#**iRA*f**i#41r*A~A*******
Optimal Cycle: 47 level Of Service: C Approach: North Bound South Bound East Bound uest Bound
*t#F*IrA*A*R+M#1t#*4t+MAA*#*#*ItAtM#*M1AAtRAt**A#*~~NA**AA*I*****A**tt*AirlrtAAttt~t#Af#f Movement: L- T- R L- T- R L- T- R L- T- R
"'I
Approach: North Bound South Bound East Bound West Bound
Movement: L- T- R L- T- R L- T- R L- T- R Control: Uncontrolled Uncontrolled Stop Sign Stop Sign
I ~ Rights: Include lnclude Include Include
Control: Permitted Permitted Protected Protected Lenes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0
Rights: Include lnclude Include Include II---------------II---..........- I
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Volume Modull:
lanes: 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 Bese Vol: 95 315 0 0 635 SS 55 0 50 0 0 0
I ( ~ ~ Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Volune Nodule: Inittel Bse: 98 324 0 0 654 57 57 0 52 0 0 0
ease Vol: 35 190 135 135 295 75 90 830 90 115 715 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 PassereyVol: -60 0 0 0 0 10 10 0 -15 0 0 0
lnitial ese: 36 196 139 139 304 77 93 855 93 118 736 bl Initial Fut: 38 324 0 0 654 67 67 0 37 0 0 0
Adied Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PasserByVol: 0 0 5 0 0 0 0 5 0 5 S 0 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
Initial Fut: 36 196 144 139 304 77 93 860 93 123 741 bl PHF Volune: 44 377 0 0 761 78 78 0 42 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Final Vol.: 44 377 0 0 761 78 78 0 42 0 0 0
PHF Volune: 38 204 150 145 317 80 97 896 97 129 772 70 Adjusted Volune Module:
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Grede: OX OX OX OX
Reduced Vol: 38 204 150 145 317 80 97 646 97 129 772 70 X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
MlF adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.05 1.05 1.00 1.05 1.05 PcE adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10
Finel Vol.: 39 214 156 152 332 84 97 941 101 129 611 73 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
" " " " " Trck/Cmb PCE: xxxx xxxx xxxx xxxx x xxxx xxxx xxxx
Saturation f.ow Module: Adj Yol.: 48 377 0 0 761 78 85 0 4T 0 0 0
Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Critical Gap Module:
Adjustment: 0.71 0.71 0.71 0.60 0.60 0.60 0.92 0.96 0.46 0.92 0.96 0.96 MoveUp Time: 2.1 xxxx xxxxn xxxxx xxxx xxxxx 3.4 xxxx 2.6 xxxxx xxxx xxxxx
lanes: 0.14 1.04 0.77 0.53 1.17 0.30 1.00 1.61 0.19 1.00 1.83 0.17 Critical Gp: 5.5 xxxx xxxxx xxxxx xxxx xxxxx 4.4 xxxx 11.4 xxxxx xxxx xxcxx
Final Sat.. . 257 1408 1040 610 1331 337 1752 3298 354 1752 3351 302 ------------I "
------•---•----I~----------•--•-~I-------....----~~-----•---------~ Capacity Module:
Capecity Ane ysis Modute: Cnflict Vol: 838 xxxx xxxxx xxxx xxxx xxxxx 1221 xxxx 419 xxxx xxxx xxxxx
Yol/Set: 0.15 0.15 0.15 0.25 0.25 0.25 0.06 0.29 0.29 0.07 0.24 0.24 Potent Cap.: 608 xxxx xxxxx xxxx xxxx xxxxx 424 xxxx 427 xxxx xxxx xxxxx
Crit Moves: Adj Cap: 1.00 xxxx xxxxx xxxx xxxx xxxxx 0 xxxx 1.00 xxxx xxxx xxxxx
GreeNCycle: 0.37 0.37 0.37 0.37 0.37 0.37 0.10 0.43 0.43 0.11 0.44 0.44 Move Cep.: 608 xxxx xxxxx xcxc xxxx xxxxx 90 xxx 427 xxxx xxxx xxxxx
~I
Yolune/Cap: 0.41 0.41 0.41 0.67 0.67 0.67 0.55 0.67 0.67 0.67 0.55 0.55 -
...__.......I-------------------------•--------------------------.._..__.I level Of Service Module:
level Of Service Modute: Stapped Del: 6.4 xxxx xxnxx xxxxx xxxx xxxxx 11. xxx 9.4 xuxcx xxxx xxxxx
Delay/Veh: 15.1 15.1 15.1 18.3 18.3 18.3 30.5 15.6 15.6 33.4 13.8 13.8 lOS by Move: B * * * ' C * 8 * ' *
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Novement: LT - LTR - RT LT - LTR - RT - LTR - RT LT - lTR - RT
AdjOel/Veh: 15.1 15.1 15.1 18.3 18.3 18.3 30.5 15.6 15.6 33.4 13.8 13.8 Shared Cap.: xxxx xxxx xcxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Queue: 1 4 3 4 8 2 3 21 3 4 11 2 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
rt,rt~t*,►,e~,rt*,r,t+►,r*,t,r,r,t,►rttt,ttr,►rr,~t,►~*t*t,►rrt,►,►,►na►iitr,►,►f~tn,►,r,►*,rttt,~i,►t***,r,►,rrrrr#* Shared LOS• s r s ,r ,r ,r ,r r ,r ,r ,r ,r
Approech0el: 0.7 0.0 10.7 0.0
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portlend, OR Treffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR
v
eo C--~q
~
99-PM2.OUT 7-20-98 4:51p Page 5 of 7
99-PN2.IN Mon Jul 20, 1998 16:51:22 Page 10-1 99-PM2.IN Mon Jul 20, 1998 16:51:22 Page 11-1
KITTELSON 8 ASSOCfATES, INC.: PROJECT #1668-2 KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, 41ASN1NGTON HOME DEPOT PHASE 2- SPOKANE CWNTY, WASHINGTON
1999 TOTAL WEEKDAy PM PEAK HOUR COND1T10NS 1999 TOTAL WEEKDAY PM PEAK HOUR CONDITIONS
Level Of Service Computation Report level Of Service Carywtatian Report
1994 HCM Unsignalized Method (Future Volume Alternative) 1994 HCM Operations Method (Future Volune Alternative)
,t•.r•.rrr**,►r,t..~r,r...,r.,r,r*r,►,►**r,t,t~•,tr«*~**r,t..*,t~•,r,r,►*•*tt.,t••~tt••t.•*,►t.•.*rr ,r*•*,r...rr•,►+•,►rr.:r.trr*s.xwrr,~+«*~~r.rrt,r,r*,r**~~.*,e,r,r~.,r,r•►,~t,rr.s••*,r•r,r,rr..,r.
Intersection #21 FANCHER/SOUTN ACCESS Intersection #22 SVRAGUE/DOLLAR
,r~rtt~►tt*~~t,~~rt,r,r,r,ttr,r,►r,rr*,r,►rrr,~,t,rt,~,r,t**~r►,r***tt,rt,r**t,►,rr,tr~rft,rr~,r,►**t,t,►r*rt A**#*A#t1it1'*AA**Irtf*fi4#*it*#*ttt#*At*iA*~*tktkii*~*#*tFtM**fk#1~*ft***tAt**ii*t*#**#
Average Delay (sec/veh): 0.5 uorst Case level Of Service: B Cycte (sec): 100 Critical Uol./Cap. (K): 0.654
,r,r•**.rr~**t*ttf*,r.,►~.*,r.•*•,r•,r•.r•*••r,r,r••s~.•ttr•,r,r...*.•,rrr*#rr•*•*•,r,r*••r*,r* loss lime (sec)• 9(Y+R = 4 sec) Average Deley (sec/veh): 8.0
Approach: North Bound South eound Eest Bound uest Bound Optimal Cycle: 46 Level Of Service: e
MOVement: L- T- R L- T- R L- T- R L. T. R t,rrtt,►t#+►,t~~ttt*rtrt,trtrrs,ntrtr*trrrr~~r*r##r,rt,r,trr,~t*,t~,r,r~,rs,►r*,t**,trt,►,rr,tt**rrrrr,►
llll I
II APProech: North Bound South 8aund East Bourxl uest 8ound
Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Movement: L:_.T ____R L- T- R l- T- R L- T- R
Rights: Include Inc l u de Include Include ------------~--II"""""'"" """'--II"""" ""II""'"'""" I
lanes: 0 1 1 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 Control: Permitted Permitted Protected Protected
Volume.Modull:. - II"'"" " " " 'll'""" " " " II"" " " " " " " Rights: Include Include lnclude Include
Nin. Green: 0 0 0 0 0 0 4 0 0 4 0 0
eese Vol: 0 400 0 0 680 5 0 0 70 0 0 0 lenes: 1 0 0 1 0 0 0 11 0 0 1 0 2 1 0 1 0 2 1 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 " " " " '~I"" " " " " 'I
tnitial Bse: 0 412 0 0 700 5 0 0 72 0 0 0 Volume Module:
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Base Vol: 190 10 70 15 5 15 10 2030 15 35 1665 2
PasserByYol: 0-60 0 0-15 0 0 0 -15 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
lnitiel Fut: 0 352 0 0 685 5 0 0 57 0 0 0 Initiel Bse: 196 10 72 15 5 15 10 2091 15 36 1715 2
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PNF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PesserByVol: 10 0 0 0 0 0 0 5 0 0 5 0
PHF Volume: 0 405 0 0 788 6 0 0 66 0 0 0 Initiel Fut: 206 10 72 15 5 15 10 2096 15 36 1720 2
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Hol.: 0 405 0 0 788 6 0 0 66 0 0 0 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Adjusted Volume Module: PHF Volune: 214 11 75 16 5 16 11 2183 16 38 1792 2
Grade: OX OX O% OX Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Reduced Vol: 214 11 75 16 5 16 11 2183 16 38 1792 2
X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.00 1.10 1.10
CycllCar PCE: xxxx xcxx xxxc xxxx xxxx xxxx xxxx xxxx final Vol.:. .214__.11 _75 16 5 16 11 2402 18 38 1971 2
Trck/Cmb PCE: xxxx xxxx xxxx xnxx xxxx xxx xxxx xxxx
Adj Vol.: 0 405 0 0 788 6 0 0 D 0 0 0 Seturation F ow Module: II' "'ll I~" " I
Criticel Gap Module: Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1400
MoveUp Time:xxxxx xxxx xxxxx xxxxx xxcx xxxxx xxxxx xxxx 2.6 xxxxx xxxx xxxxx Adjustment: 0.83 0.84 0.84 0.73 0.73 0.73 0.92 0.97 0.97 0.92 0.97 0.97
Critical Gp:xxxxx xxxx xxxxx xxnxx xxxx xxxxx xxxxx xxxx 11.4 xxxxx xxxx xxxxx lenes: 1.00 0.13 0.87 0.43 0.14 0.43 1.00 2.98 0.02 1.00 2.99 0.01
I ~ 11 11 ~ Finel Sat.. . 1568 205 1400 596 186 596 1752 5493 41 1752 5528 6
Capecity Module: ---------------II--------------- --•----------•-I
Cnflict Vol: xxxx xxztt xxxxx xxxx xxxx xxxxx xxxx xxxx 397 xxxx xxxx xxxxx Capacity Ana.ysis Module:
Potent Cap.: xxxx xxxx xxxcx xxxx xxxx xxcxx xxxx xxxx LSS xxxx xxxx xxxxx Vol/Sat: 0.14 0.05 0.05 0.03 0.03 0.03 0.01 0.44 0.44 0.02 0.36 0.36
Adj Cap: xxxx xxxtt xxxxx xxxx xxxx xxxxx xxxx xxxx 1 xxxx xxxx xxxxx Crit Moves: **~i
Move Cap.: xxxx xxxx xxxtx xxxx xxxxxxxxx xxxx xxxx.__455 xxxx xxxx xxxxx Green/Cycle: 0.21 0.21 0.21 0.21 0.21 0.21 0.04 0.66 0.66 0.04 0.66 0.66
"'"""""'I " " Volume/Cap: 0.66 0.26 0.26 0.13 0.13 0.13 0.16 0.66 0,66 0.54 0.54 0.54
level Of Service Module:
llII~~ I
Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 9. 5xxxxx xxxx xxxxx Level Of Service Module:
loS by Move: * * * * * * + i e * * * Deley/Veh: 26.4 21.6 21.6 20.9 20.9 20.9 30.0 6.8 6.8 36.5 5.8 5.8
Novement: LT - LTR - RT LT - LTR - RT LT - LTR - LT - LTR - RT User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xcxxx xxxx xxxx xxxxx AdjOel/Veh: 26.4 21.6 21.6 20.9 20.9 20.9 30.0 6.8 6.8 36.5 5.8 5.8
Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxc oueue: 6 0 2 0 0 0 0 40 1 1 29 0
Shared LOS: * * t * r * w r t i * s,r*tt►,►~,►,rr,►**►t*~*,r#,r**s#*r,rrr,rrrr,rs*r**r,r,r,r,r►,r,ra,►trt*rrrrrrrr,r,r,►*:r,r**rr,r,r,rrr~
ApproachDel: 0.0 0.0 9.3 0.0
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portlend, OR Traffix 6.8.1511 (c) 1995 DoWling Assoc. licensed to Kittelson, Portland, OR
G%~ : O.Ib
~
~
99-PN2.d1T 7-20-98 4:51p Page 6 of 7
99-PM2.IN Mon Jul 20, 1998 16:51:22 Page 12-1
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE CWNTY, WASHINGTON
1999 TOTAL WEEKDAY PM PEAK HOUR CONDITIONS .
Level Of Service Computetion Report •
1994 HCM Operetions Nethod (Future Volwne Alternative)
##ftA*ti*f ~f#tA###**tk#tRRt**ttf*1r***itltt**t*~*#*f#tM#***tf*##*A~#MtF#*k*AA#*fiAAA*
Intersection #28 FANCHER/BROADWAY
A**A'A*A#r#tf#~~itt~t**tktRtfRAtfR*tAAAI#~t1ii~A*if***ttit'R****i~4tMt*iit#fifff~*tFf i3t►t*
Cycle (sec): 120 Criticet Vot./Cep. (X): 0.638
• loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 27.0
Optimal Cycle: 54 level Of Service: D
ffFft*tf itkitYi*AAiit►ftftf!#AttA*f #ttf Ak#tlftAtFfttfi*tkir*t*~*+F►i*titfttR1t4f4itiit*f
Approach: North Bound South Bound Eest Bound west Bound
Movement: L- Y- R L- T- R l- T- R L- T- R
Cantrol: Protected..-II. Protected ..II Split Phase .I) Split Phase I
Rights: Include lnclude lnclude lnclude
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
lanes: 1 0 1 1 0 1 0 1 1 0 0 1 1 0 1 0 1 0 1 0
I
Uolune Modull;
Base Vol: 75 345 65 190 470 120 80 405 150 80 285 125
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initial Bse: 77 355 bT 146 484 124 82 417 155 82 294 129
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 5 5 0 5 0 0 0 0 5 0 0
Initial Fut: 77 360 72 196 489 124 82 417 155 87 294 129
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
PHF Yolune: 83 387 77 210 526 133 89 449 166 44 316 138
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 83 387 77 210 526 133 89 449 166 94 316 138
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
NLF ad J: 1.00 1.05 1.05 1.00 1.05 1.05 1.05 1.05 1.00 1.05 1.05 1.05
Final Vol.. 83 407 81 210 552 140 93 471 166 99 331 145
~
Saturation F aw Module:
Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.92 0.94 0.94 0.92 0.94 0.44 0.96 0.96 0.83 0.92 0.92 0.92
lanes: 1.00 1.67 0.33 1.00 1.60 0.40 0.33 1.67 1.00 0.34 1.16 0.50
Finel Set.: 1752 2985 594 1752 2855 724 602 3050 1568 604 2018 884
~
Capacity Ana ysis Module:
Vol/Sat: 0.05 0.14 0.14 0.12 0.19 0.19 0.15 0.15 0.11 0.16 0.16 0.16
Crit Moves: tf*t
Green/Cycle: 0.08 0.21 0.21 0.19 0.32 0.32 0.24 0.24 0.24 0.26 0.26 0.26
Volume/Cap: 0.60 0.64 0.64 0.64 0.60 0.60 0.64 0.64 0.44 0.64 0.64 0.64
------------I
level Of Service Module:
Deley/Veh: 39.4 29.0 29.0 31.9 22.7 22.7 27.5 27.5 25.5 26.7 26.7 26.7
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00" 1.00 1.00 1.00
AdjOel/Veh: 39.4 29.0 29.0 31.9 22.7 22.7 27.5 27.5 25.5 26.7 26.7 26.7
oueue: 3 13 3 7 16 4 3 14 S 3 10 5
**fR'A*A#*##lrAr*lrtttAtRRt*ARtkk**►tt#tk**Rt#tF*#tkit4i#At#*tF**t*A~ 1r##*R***t***I#*RA t*4
Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portlend, OR
S
~
~
99-PM2.OUT 7-20-98 4:51p page 7 of 7
rr ~ w t~ ~ ~w a~ ~ ~r~► ~r ~rr ~ ~ ~ ir ~ ~ ~ ~
~ - - - - - - . - - - - - - - - -
99-WK2.IN Mon Jul 20 1998 17•01.04 Pa e 1-1 99-WK2.IN Mon Jul 20, 1998 17:01:04 Page 1-2
------------------------•------------~-.....--------...-------•--------9------•-
KITTELSON 8 ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC.: PROJECT #1668-2
HOME DEPOT PNASE 2- SPOKANE COUNTV, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTV, WASHINGTON
1999 TOTAL 41EEKEND NOON PEAK HOUR CONDITIONS 1949 TOTAL 41EEKEND NOON PEAK HOUR CONDITIONS
Turning Movement Report Volume Northbound Southbound Eastbound Nestbound Totat
Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volune
Volume Northbound Southbound Eastbound Westbaund Totat
Type Left Thru Right left Thru Right Left Thru Right left Thru Right Volune #21 fANCNER/SOUTH ACCESS
ease 0 407 0 0 330 2 0 0 149 0 0 0 888
#1 SPRAGUE/FANCHER Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Base 5 10 26 165 113 155 155 783 41 52 695 247 2446 Passey 0-110 0 0-15 0 0 0 -10 0 0 0 -135
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Totat 0 297 0 0 315 2 0 0 139 0 0 0 753
PassBy 0 0 0 -5 0 -20 -35 20 10 0 105 -75 0
Totat 5 10 26 160 113 135 120 803 51 52 800 172 2446 #22 SPRAGUE/DOLLAR
Base 185 2 36 10 10 15 15 1190 21 31 1169 2 2687
#2 SPRAGUE/HOWE Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Base 5 0 21 0 0 0 0 958 21 5 834 0 1844 Passey 15 0 0 0 0 0 0 10 0 0 10 0 35
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Totel 200 2 36 10 10 15 15 1200 21 31 1179 2 2722
PassBy 0 0 0 55 0 120 145 -60 0 0-55 140 345
Totat 5 0 21 55 0 120 145 898 21 5 779 140 2189 #28 FANCHER/BROADWAY
Base 46 160 62 67 170 67 31 77 21 67 180 36 984
#3 SPRAGUE/MCKINNON Added 0 0 Q 0 0 0 0 0 0 0 0 0 0
Base 15 0 52 0 0 0 0 401 26 36 793 0 1823 PassBy 0 10 5 0 10 0 0 0 0 5 0 0 30
Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 46 170 67 67 180 67 31 77 21 72 180 36 1014
PassBy 0 0 0 0 0 0 0 85 0 0 65 0 150
Totat 15 0 52 0 0 0 0 986 26 36 858 0 1973
#4 SPRAGUE/EAGIE ACCESS
Base 57 10 72 2 10 62 57 803 113 31 706 21 1944
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Passey 0-10 10 -2 -10 -60 •55 75 0 10 75 -20 13
Totat 57 0 82 0 0 2 2 878 113 41 781 1 1957
#5 SPRAGUE/CARNAHAN
Base 36 0 46 0 0 0 0 927 57 26 198 0 1890
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
PassBy 0 0 0 0 0 0 0 20 0 0 15 0 35
Totat 36 0 46 0 0 0 0 947 57 26 813 0 1925
#b SPRAGUE/HAVANA
Base 72 160 129 77 129 77 67 721 52 98 639 77 2297
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
Pessey 0 0 10 0 0 0 0 10 0 5 10 0 35
Totat 72 160 139 77 129 77 67 731 52 103 649 77 2332
#13 FpNCHER/NORTH ACCESS
Bese 237 170 0 0 237 77 62 0 93 0 0 0 876
Added 0 0 0 0 0 0 0 0 0 0 0 0 0
PassBy -110 0 0 0 0 15 15 0 -15 0 0 0 •95
Totat 127 170 0 0 237 92 77 0 78 0 0 0 781
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Partland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR ~
S
~
_ ~
99-M(2.OUT 7-20-98 5:01p. Page 1 of 7
~r rr ~r rr w rr r~~ rr ~~~r ~ r~r ~r ~w r~
99-WK2.IN Mon Jul 20, 1998 17•01 05 Pege 2-1 99-WK2.IN Mon Jul 20, 11998 17.01 OS Page 3-1
KITTELSON 8 ASSOCIATES INC.: PROJECT #1668-2 KITTELSON 8 ASSOCIATES, INC. PROJECT #1668-2
NONE DEPOT PNASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1999 TOTAL LIEEKEND NOON PEAK HOUR CONDITIOUS 1999 TOTAL WEEKENO NOON PEAK HOUR CONDITIONS
•
Impact Analysis Report level Of Service Computation Report
level Of Service 1994 HCM Operatians Method (Future Volwne Alternative)
ttttr~*f#t1Ftt**Air#*#filrirAl#*ttt#tl*f A#*tk**ARM*l41r1r**A***#*~**tti#t~i*4tf *R*R*t****
Intersection Base Future Change Intersection #1 SPRAGUE/FANCHER I
Del/ U/ Del/ V/ ln *:,rn,►**,trrs,►r►,tr+rrrr+rrrtr,►tttt*,t,►*rr,r,►rr,►rr«~#**,t,r,tr,tr,►,►r~r*~*,rrt,~rr,►r,r,►r+,t«,►*,r
LOS Veh C lOS Veh C Cycle (sec): 120 Critical Vol./Cap. (X): 0.477
# 1 SPRAGUE/FANCHER C 16.9 0.457 C 15.6 0.477 -1.328 D/V loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 15.6
Optimal Cycle: 40 level Of Service: C
# 2 SPRAGUE/HONE C 0.2 0.000 C 2.9 0.000 + 0.000 V/C +**+►**ftr«tt.~ttt,r....r,r,►*r,r••,r,r~.rr*,t*tt,rt**,rt..****,e*.•,r,r~*,r••,►•,t•„r~r~..~t
Approach: North Bound South Bound East Bourxi uest Bound
# 3 SPRAGUE/MCKINNON C 0.7 0.000 C 0.7 0.000 + 0.000 V/C Movernent: L___T____ R. L____ Tj _:_.R. l- T- R L- T- R
II ...............II.......--------~
# 4 SPRAGUE/EAGLE ACCESS D 2.1 0.000 D 1.6 0.000 + 0.000 V/C Control: Protected I) Protected Protected Protected
Rights: Include Include Include lgnore
# 5 SPRAGUE/CARNAHAN C 0.9 0.000 C 0.9 0.000 + 0.000 V/C Min. Green: 4 0 0 4 4 4 0 0 0 0 0 0
lanes: 1 0 1 1 0 1 0 11 1 0 1 D 1 1 0 1 0 2 0 1
# 6 SPRAGUE/HAVANA B 14.1 0.486 8 14.3 0.499 + 0.159 0/v ~---------------I~--...---i------II-------------•-II--------...----I
Volune Module:
# 13 fANCNER/NORTH ACCESS B 2.4 0.000 B 1.9 0.000 + 0.000 V/C Base Vol: 5 10 25 160 110 150 150 760 40 50 675 240
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 0.00
# 21 FANCHER/50UTH ACCESS B 1.0 0.000 B 1.0 0.000 + 0.000 V/C Initial ese: 5 10 26 165 113 155 155 783 41 52 695 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
# 22 SPRAGUE/DOIIAR B 8.7 0.432 B 9.1 0.446 + 0.451 D/V PasserByVol: 0 0 0 -5 U -20 -35 20 10 0 105 -15
Initial Fut: 5 10 26 160 113 135 120 803 51 52 800 0
# 28 FANCNER/BROADWAY C 22.6 0.298 C 22.4 0.306 -0.154 D/V User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.00
PHF Volume: 5 11 27 170 121 143 127 854 54 55 851 0
Reduct Yol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 5 11 27 170 121 143 127 854 54 55 851 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
MlF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 1.05 1.00 1.05 0.00
Finel Vol.: 5 11 27 170 121 143 127 897 57 55 894 0
---------------I~-------- :...._.II......---------~I.....----------~
Saturation F ow Module: ~
Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1400
Adjustment: 0.92 0.97 0.83 0.92 0.97 0.83 0.92 0.96 0.96 0.92 0.97 1.00
lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.88 0.12 1.00 2.00 1.00
Finel Sat.: 1752 1845 1568 1752 1845 1568 1752 3434 218 1752 3689 1900
I
. .._.....i--------------------
Ana ysis Module:
Vol/Sat: 0.00 0.01 0.02 0.10 0.07 0.09 0.07 0.26 0.26 0.03 0.24 0.00
Crit Moves• j *t*+
Green/Cycle: 0.03 0.04 0.04 0.20 0.21 0.21 0.15 0.59 0.59 0.07 0.51 0.00
Volume/Cap: 0.09 0.17 0.48 0.48 0.32 0.44 0.48 0.44 0.44 0.44 0.48 0.00
level.Of.Seriice Module:------------------- I
Deley/Veh: 36.3 36.3 40.0 28.0 26.2 27.2 31.1 8.9 8.9 36.2 12.5 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 36.3 36.3 40.0 28.0 26.2 27.2 31.1 8.9 8.9 36.2 12.5 0.0
Oueue: 0 0 1 5 3 4 4 17 1 2 19 0
*,t*,rttn.**r.t,r.,►•~ar*t**r,►*•:..,t.,t,rt*..r*#*r••r~.f,r,cr.,r**~...~*.rr,►r,►,►..r,r.rr**s
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portlard, OR
~
~
99-YKI.OUT 1-20-48 5:01p Page 2 of 7 ~
99-WK2.IN Mon Jul 20, 1998 17:01:05 Page 4-1 99-WK2.1N Mon Jul 20,0998 17:01:05 Page 5-1
KITTELSON & ASSOCIATES, 1NC.: PROJECT #1668-2 KITTELSON & ASSOCIATES, 1NC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1999 TOTAL WEEKEND NOON PEAK NOUR CONDITIONS 1999 TOTAL WEEKENO NOOH PEAK HOUR CONDITIONS
'
level Of Service Computotian Report Level Of Service'Computation Report
1994 HCM Unsignalized Method (Future Valune Alternative) 1994 HCM Unsignalized Method (Future Volune Alternative)
AARA**A**irAttlr#AAt****tirlr~Flr**i**1r*tiMf*ft*t!#*tMA##*tM***1rlrlnk##tiAt*t**A*iilr*tA*t1*k Ir**#iA****~**ft~t*1rAA***tlf***AA~t~M*##f~f##*i*i#i**AftrA*if**MA*#****A*tt***Mt*t*t*
Intersection #2 SPRAGUE/HOWE Intersection #3 SPRAGUE/MCKINNON ,
•,t,r,r,trtt,rr*,e*rt,rtt,rtrrr,r*rt,rtf~t,rt,►,r*t*,t,►r,r*ttrttft**,~ttrr#,rttri,r,r~r~rtrtrt~w*tr rt,rtttr,r**r,rt,►rrr,t,r~rrr,►,►,r,►,t,►,rs~rtr**s,t,►r*,►r~,rrt*,rrtrr►trr**,r,r,rrrt+*~rr,r*r,►rr~*,rr~
Average Delay (sec/veh): 2.9 uorst Case Level Of Service: C Average Delay (sec/veh): 0.7 , Worst Case level Of Service: C
,►,r,r,r+r+r~,~*r,►~~rr,r,r,►,rrrttr►rtti,►rr~rtr~tttt~►srrtrr,►t~rr,r,rrr*r+►ft~,►~t*,►a,►**rr,rrrrt,►• ,rr~►fri~r*,►,r+~ttr,►r,r,rr,►r**,►,►,r,rt*,►*t~r*,r,rrr,~r,~r*r*~f~,rrft*,r~r*rt*r~,r,r*,►,r~r,r,►,►,►.•#t,r•
Approach: North Bound South Bound Eest Bound West Bound Approech: North Bound South 8ound East Bound Nest Bound
Movement: L- T- R L- T- R L- T- R l- T- R Movement: L- T- R L- T' - R L- T- R L- T- R
~---------------II-..----------- II.......--------II...---------...I ~------...------II--------- ------II--------------- I
Control: Stop Sign Stop Sign Uncontro(led Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrotled
Rights: Include Include Include Include Rights: Include Include Include Include
lanes: 0 0 11 0 0 1 0 0 0 1 1 0 1 1 0 1 0 1 1 0 lanes: 0 0 1! 0 0 1 0 0l 0 1 1 0 1 1 0 1 0 1 1 0
Volwne Modull:--------------~I---------------~I..---•-----•---~I"'........-----I -------.....I...-----•----- ~I-------- i------ '--------------~I-------------- ~
Volume Module: ,
Base Vol: 5 0 20 0 0 0 0 930 20 5 810 0 Bese Vol: 15 0 50 0 0 0 0 875 25 35 770 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
lnitial Bse: S 0 21 0 0 0 0 958 21 5 834 0 Initial Bse: 15 0 52 0 0 0 0 901 26 36 793 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PassereyVol: 0 0 0 55 0 120 145 -60 0 0-55 140 PasserByVol: 0 0 0 0 0 0 0 85 0 0 65 0
lnitial Fut: 5 0 21 55 0 120 145 898 21 S 779 140 [nitial Fut: 15 0 52 0 0 0 0 986 26 36 858 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PNF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.44 0.94 0.44 0.94 0.94 0.94 PHF Adj: 0.94 0.94 0.44 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
PNF Volune: 5 0 22 59 0 128 154 955 22 5 829 149 PHF Volume: 16 0 55 0 0 0 0 1049 27 38 913 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vot: 0 0 0 0 0 0 0 0 0 0 0 0
Final Vol.: 5 0 22 59 0 128 154 955 22 5 829 149 final Vol.: 16 0 55 0 0 0 0 1049 27 38 913 0
Adjusted Uolume Module: Adjusted Volume Module: I
Grade: OX OX OX O% Grede: OX OX OX OX
X Cycle/Cars: xxxx xxxx xxxx xxxx xxxn xxxx xxxx xxxx X Cycle/Cars: ' xxxx xxxx xxxx dxxxx xxxx xxxx xxxx xxxx
X Truck/Comb: xxxc xxxx xxxx xxxc xxxx xxxx xxxx xxxx X Truck/Comb: xcxn xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00
Cycl/Car PCE: xxxx xxxc xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Car PCE: xxxx xxxx xxxx lxxxx xxxx xxxx xxxx xxxx
Trck/Cmb PCE: xxxx xxxx /;)Wx xxxx xxxx xxxc xxxx xxxx Trck/Cmb PCE: xxxx oxxxx xxxx xxxx xxxx xxxx
Adj Vol.: 6 0 24 ~64 ) 0 140 170 455 22 6 829 149 Adj Vol.: CZ7
60 0 0 0 0 1049 27 42 913 0
Critical Gap Module: \J Critical Gap MoveUp Time: 3.4 xxxx 2.6 3.4 xxxx 2.6 2.1 xxxx xxxxx 2.1 xcxx xxxxc MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxl xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx
Critical Gp: 4.4 xxxx 11.4 4.4 xxxx 11.4 5.5 xxxx xxxxx 5.5 xxxx xxxxc Criticel.Gp: 4.4 xxxx 11.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx
'
~ I ~ i. 11 I I-------.....---~
Capacity Module: Capacity Module:
Cnflict Vol: 1955 xxxx 489 2018 xnwc 489 978 wcxx xxxxx 977 xxxx xxxwc Cnfltct Vol: 2014 xxxx 538 xxxx xxxx xxxxx xxxx xxxx xxxxx 1077 xxxx xxxxx
Patent Cap.: 244 xxxx 352 233 xxxx 351 512 xxxx xxxxx 512 xxxx xxxxx Potent Cep.: 234 xxxx 306 xxxx xxxz xxxxx xxxx xxxx xxxxx 453 xxxx xxxxx
Adj Cep: 0.44 xxxn 1.00 0 xxx 1.00 1.00 xxxx xxxxn 1.00 xxxx xxxxc Adj Cap: 0.91 xxxn 1.00 xxxc xxxz xxxxuc xxxx xxxx xxxxx 1.00 xxxx xxxxx
Nove_Cap_108_x~cx___352 D xnx351 512xxxxxxxxx 512xxxxxxxxx MoveCap_:_ 212xxxx306 x~cxxxxx xxxxx xxxx xxxx xxxxx 453 xxxx xxxxx
Level Of Serlice Module: _II' "II' _ _ 'll' _ . I .level Of Service . .Module:.. .I~" . 'll' _ _ 'll' '"I
Stopped Del: 35.1 xxxn 10.9 35.4 x 16.1 10.1 xxxx xxxxx 7.1 xxxx xxxxx Stopped Del: 18.4 xxxn 14.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.7 xxxx xxxxx
LOS by MOY@. t * * * * * * * 8 * * LOS by NOV2. * " * * *j * * * 9 t *
Movement: ~ LT - LTR - RT LT - L1R - RT LT - LTR - RT LT - LTR - RT Movement: ~ lT - - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: xxxx 242 xxxxx xxxx xxxx xxxxx xxxx xxxc xxnxx xxxx xxxx xxxxx Shared Cap.: xxx~c xxxx xcxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Shrd StpDel:xxxxx 16.7 x~cxxx xxxxx xxxx xxxcx xxxxx x~c xxxx~c xxxxx xxcx ~oacxx Shrd StpDel:xxxxx xxxx xxxxx xxxz xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared lOS• * C * * * * * * * * * * Shered LOS: * C * * * * * * * * * *
ApproachDel: 15.8 22.1 1.5 0.0 ApproachDel: 1. 0.~ 0.0 0.4
Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Asloc. Licensed to Kittelson, Portland, OR
~ ro°
~
99-42.OUT 7-20•98 5:01p Pege 3 of 7
99-WK2.IN Mon Jul 20, 1998 17•01•05 Page 6-1 99-WK2.IN Mon Jul 20, 1998 17:01:05 Page 7-1
KITTELSON 8 ASSOCIATES, (NC.: DROJECT #1668-2 KiTTEISON 8 ASSOCIATES, INC.: PROJECT #1668-2
HONE DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HONE DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1999 TOTAL WEEKEND NOON PEAK HOUR CONDITIONS 1999 TOTAL 41EEKENO NOON PEAK NOUR CONDITIONS
Level Of Service Computation Report Level Of Service Computation Report
1994 HCM Unsignalized Method (Future Uolune Alternative) 1994 HCM Unsignalized Method (Future Volune Alternative)
,rr,r**rr,r.r,r•••***~«,r,r,r,r**.,r..*r,r~.rr.r,r,r«,r**,r*r..r••trrr••«*#,r,rrrrrrr•*,r,r••r*r~.a *,r~,r~trr«r+►rr*..•ttr~,►~t,r***rrrt,r*,►,r,r««,r,r,►,t,r,►•r,rs,rrt***+r.#,►,r,r,r,rrr~•**,r*,r~,r,r•r~~*,r
Intersection #4 SPRAGUE/EAGLE ACCESS Intersection #5 SPRAGUE/CARNANAN
*AtA*+1~AAAA*t#tM~Mtl~Ftt***tktRt#4t1#AtRRRtttYi*#**Nt*tt**t*f**#~tltlitt#At*fti#*At1#ltttttlAAtY t*1**tltlfttiiif#Ir*AtM**f#A*##1r*f~'##~Atlliitfit***Ai~Y~t**#*itt~k*ir#*t#~YA#1r##********ttt
Average Delay (sec/veh): 1.6 Worst Cese level Of Service: 0 Average Deley (sec/veh): 0.9 4lorst Case level Of Service: C
t*r***ir~~rr,►t,►,r*,t,r,t,►*,t,t*,r,rt,t*,rr►ratrt,r~tttttr,t,►,t►t+►t,r,t~*,►*,r*rrtrr*,t,ttr*rt,r*,►r*,►r,t• ##~tFi*~A~M~MitY#1r*ir*i*#fAit4#***#*AAtRtk#tF***M*~A*A*tMtltk~lr*1r*tt*****i~*ir**~tfffAi#*1r#
Approach: North Bound South Bound East eound West eound Approach: North Bound South Bound East Bound West Bound
Novement: L____.T__- _R L- T- R L- T- R l- T- R Movement: L: T_. R L.___T - R l- T- R L- T- R
'"II " "II ' ~ '"""'""'"""I
Control: StoP Si9n StoP Si9n Uncontrolled Uncontrolled Control: Stop Sign Stap Sign Uncontrolled Uncontrolled
Rights: Include lnclude Include Include Rights: Include Include Include Include
lanes: 0 1 0 0 1 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0 Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 1 0 1 0 2 0 0
.....-------I--------------- 11 ---._.---------II--------------- ~ -....-----._I.....__......--~I--------------- ---....--------I
Volune Module: Volune Module:
ease Vol: 55 10 70 2 10 60 55 780 110 30 685 20 Base Vol: 35 0 45 0 0 0 0 900 55 25 775 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initial Bse: 57 10 72 2 10 62 57 803 113 31 706 21 Initial Bse: 36 0 46 0 0 0 0 927 57 26 798 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0-10 10 -2 -10 -60 -55 75 0 10 75 -20 PesserByVol: 0 0 0 0 0 0 0 20 0 0 15 0
Initial Fut: 57 0 82 0 0 2 2 878 113 41 781 1 lnitiel Fut: 36 0 46 0 0 0 0 947 57 26 813 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.44 PHF Adj: 0.94 0.44 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
PHF Volune: 60 0 87 0 0 2 2 934 121 44 830 1 PNF Volune: 38 0 49 0 0 0 0 1007 60 27 865 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Final Vol.: 60 0 87 0 0 2 2 934 121 44 830 1 Final Vol.: 38 0 49 0 0 0 0 1007 60 27 865 0
Adjusted Volune Module: Adjusted Volume Module:
Grade: OX OX OX O% Grade: OX OX OX OX
X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Cycl/Cer PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx
Adj Vol.: ~ 0 96 0 0 2 2 934 121 48 830 1 Adj Vol.: 42 0 5 0 0 0 0 1007 60 30 865 0
Critical GeP NdduYe: Crttical Gap
KoduLp-
NoveUp Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx xxxxx 2.1 xxxx xxxxx MoveUp Time: 3.4 xxxx 2.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.1 xxxx xxxxx
_
CriticalGp_ 4.4 3.9 11.4 4.4 3.9 11.4 5.5 xxxx xxxxx 5.5 xxxx xxxxx Critical Gp: 4.4 xxxx 11.4 xxcxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx
lle. ----.._.....I~-------------- I~--------------- ~ ------------I II-----------------------------
Mod ~
Cepecity Module:
Cnflict Vol: 1871 1871 528 1811 1931 416 831 xxxx xxxxx 1055 xxxx xxxxx Cnflict Vol: 1930 xxxx 534 xxxx xxxx xxxxx xxxx xxxx xxxxx 1068 xxxx xxxxx
Potent Cap.: 260 339 315 272 326 432 614 xxxx xxxxx 465 xxxx xxxxx Potent Cep.: 249 xxxx 310 xxxx xxxx xxxxx xxxx xxxx xxxxx 458 xxxx xxxxx
Adj Cap: 0.91 0.89 1.00 0.64 0.89 1.00 1.00 xxxx xxcxx 1.00 xxxx xxcxx Adj Cap: 0.93 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx
blave Cap.: 238 303 315 174 292 432 614 xxxx xxxxx 465 xxxx xxcxx Move Cap.: 233 xxxx 310 xxxx xxxx xxxxx xxxx xxxx xxxxx 458 xxxx xxxxx
------------I II--------------------------••- --------.....--I I ---------------II---------------
level Of Service Module: level Of Service Module:
Stopped Del: 20.2 11.9 15.8 20.7 12.3 8.4 5.9 xxxx xxxxx 8.5 xxxx xxxxc Stopped Del: 18.5 xxxx 13.8 xxxxx xxxx xxxnx xxxxx xxxx xxxxx 8.4 xxxx xxxxx
lOS by Move: C * • " 8 * * 8 * * LOS by Move: • * * * * * * * * B * *
Hovement: - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR • RT Movement: LT - - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: xxxc xxxxx xxxx 390 xxxxx xxxx xxxx xacxxx xxxx xxxx xxxxtt Shared Cep.: xxxx xxxx xxxx xxxx xxxx~c xxxx xxxx xxxxx xxxx xxxx xxxxx
Shrd StpDel . xx xxxxx xxxxx 9.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxx xxxxx xnuxx xxxx xxxxx xxxxx xxxx xxxxx
Shared lOS• D * t * B * * * * * * * ShePed LOS• * C t * * * * * * * * *
ApproachDel: 17.6 9.3 0.0 0.5 ApproachDel: 1.4 0.0 0.0 0.3
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portlend, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR
%
c- Z-70 s
~
99-WK2.d1T 7-20-98 5:01p Page 4 of 7
99-WK2.IN Mon Jul 20 1998 17•01.05 Page 8-1 99-WK2.IN Mon Jul 20, 1998 17:01:05 Page 9-1
KITTEISON 8 ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2
HONE DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON HOME DEPOT PNASE 2- SPOKANE CWNTY, WASHINGTON
1999 TOTAL WEEKEND NOON PEAK HOUR COND[TIONS 1499 TOTAL WEEKEND NOON PEAK HWR CONDtTIONS
Level Of Service Computetian Report Level Of Service Computation Report
1994 HCM Operations Method (Future Volume Alternative) 1994 HCM Unsignalized Method (Future Volume Alternative)
rt*r*,tr,rttrt,►tt,r***,t,r**,r*,rr**r***rrr*tr,r*rtrr~f,~,t*t,t*,ti►,►*r,t**t,tasi,tr,t,►,t,►,r*t,ttr*t~r ,ttr*~tt*rr,tt,t,r,r~r*~rrtt,r,t*tt~rt***rt,rr,trt~,tt,rtt**t*,rtrrr**#~****,t,t,t,t,w******rrrt,r
Intersection #b SPRAGUE/HAVANA lntersection #13 FANCHER/NORTH ACCESS
*****+r*,~,tt~,t**tt,r**,~,►t,ttt*r~,t,►,►t,rt,t,t+,e,r,►*,t,r*r*rt,rr,r,r,►t,►i~ttttr~t,►r,r,►s,►r,r*,t~*~~r,t #*A***f#iAt**RAA***A#*t1*A**~ttkifitlr*i*iit~tfi#tM*A***tA#i#*tk*1r*~***1riA#*i*t#i~*tlr
Cycle (sec): 100 Critical Vol./Cep. (X): 0.499 Average Delay (sec/veh): 1.9 uorst Case level Of Service: e
Loss Time (sec): 9(Y+R = 4 sec) Average Delay (sec/veh): 14.3 ****r***********~*~*~****i***•***•#*++►r.t*#*,r*.~***.*••**t~*,►.*•#*•,►•t.*„*,,.,*..
' Optimal Cycle: 34 level Of Service: B Approach: North 8ound South Bound East eaund West Bound
,r+r+rt*+r~rrr~ttrri**~r,rr,►,►,r,r,►,r,r:r,rt,►,►~rr,►rrrrrrtts,ri,►r,►,r,~,►,►t,r,►,r,r,►r,r#,r,r,r,r,r*rr,r,►,r*,w*r NOVement: L- T- R L- T- R L- T- R L- T- R
Approach: North 8ound South Bound East Bowid West Bourxl
. "
~ - -
Movement: L- T- R L- T- R l- T- R L- T- R Control: Uncontrolled Uncontrolled Stop Sign Stop Sign I
------------I ~ Rights: lnclude Include Include lnclude
Control: Permitted Permitted Protected Protected Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0
Rights: lnclude [nclude Include Include ...............II'--------------II'--------------II---------------I
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Volune Madule:
lanes: 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 Base Vol: 230 165 0 0 230 75 60 0 90 0 0 0
'"""'"'I " " " " " " " " " " " " " " " " Grouth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Volume Module: Initiel Bse: 237 170 0 0 237 77 62 0 93 0 0 0
Base Vol: 70 155 125 TS 125 75 65 700 50 45 620 75 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 PassereyVol: -110 0 0 0 0 15 15 0 -15 0 0 0
Initial Bse: 72 160 129 77 129 77 67 721 52 98 639 17 Initial Fut: 127 170 0 0 237 92 77 0 78 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PasserByVol: 0 0 10 0 0 0 0 10 0 5 10 0 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Initial Fut: 72 160 139 77 129 77 67 131 52 103 649 77 PHF Volune: 138 185 0 0 258 100 83 0 84 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PHF Adj: 0.95 0.95 0.95 0.95 0.45 0.95 0.95 0.95 0.95 0.95 0.95 0.45 Final Vol.: 138 185 0 0 258 100 83 0 84 0 0 0
PHF Volume: lb 168 146 81 136 81 TO 769 54 108 683 81 Adjusted Volume Module:
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Grade: OX OX OX OX
Reduced Vol: 16 168 146 81 136 81 70 764 54 108 683 81 X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 X Truck/Comb: xxxx xxxx xxxx xxxx xcxx xxxx xxxx xxxx
MlF Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.05 1.05 1.00 1.05 1.05 PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10
Finel Vol.: 80 176 153 85 142 85 70 808 57 108 717 85I Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
~ ~"""""""""r"" ~ Trck/CmbPCE: xxxx xxxx xxxx xxxx xx xxxx xxxx xxxx
Saturation F ow Module: Adj Vol • 152 185 0 0 258 100 /91~1 0 93 0 0 0
Sat/lane: 1900 1900 1900 1400 1900 1900 1900 1900 1900 1900 1900 1900 Critical Gap Module: l~
Adjustment: 0.69 0.69 0.69 0.62 0.62 0.62 0.92 0.96 0.46 0.92 0.95 0.95 MoveUp Time: 2.1 xxxx xxxxx xxxxx xxxx xxxxx 3.4 xxxx 2.6 xxxxx xxxx xxxxx
lanes: 0.39 0.86 0.75 0.54 0.92 0.54 1.00 1.87 0.13 1.00 1.79 0.21 Critical G 5.5 xxxx xxxxx xxxxx xxxx xx~cxx 4.4 xxx
x 11.4 xxxxx xxxx xxxxx
Final Sat.. 516 1134 986 637 1064 637 1752 3412 241 1752 3232 383 ----------P-I .
C ap.a. c i t y A n a y s is M o u le: ---II--------------- ---------......II......---------I Cepecity Module• ....II---------------I
Cntlict Vol: 358 x~cxx xxxxx xxxx xxxx xxxxx 630 xxxx 179 xxxx xxxx xxxxx
Vol/Set: 0.16 0.16 0.16 0.13 0.13 0.13 0.04 0.24 0.24 0.06 0.22 0.22 Potent Cap.: 1102 xxxx xxxxx xxxx xxxx xxxxx 660 xxxx 838 xxxx xxxx xxxxx
Crit Moves: **i* Adj Cap: 1.00 xxxx xxxxx xxxx xxxx xxxxx 0 xxxx 1.00 xxxx xxxx xxxxx
Green/Cycle: 0.31 0.31 0.31 0.31 0.31 0.31 0.09 0.48 0.46 0.12 0.51 0.51 Move Cap.: 1102 xxxx xxxxx xxxx xxxx xxxxx 69 xxx 838 xxxx xxxx xxxxx
Volune/Cap: 0.50 0.50 0.50 0.43 0.43 0.43 0.44 0.50 0.50 0.50 0.44 0.44 I II 11 '
~
Level Of Service Module:
Level Of Service Module: I I I I I I I
Stopped Del: 3.7 xxxx xxxxx xxxxx xxxx xxxxx 7. xxxx 4.8 xxxxx xxxx xxxxx
Delay/Veh: 18.5 18.5 18.5 17.9 17.9 17.9 29.0 11.9 11.9 26.0 10.2 10.2 LOS y Move: A * * t * * B * A * * *
User De(Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Movement: LT - LTR • RT LT - LTR - RT - LTR - RT lT - LTR • RT
AdjDet/Veh: 18.5 18.5 18.5 17.9 17.9 17.9 29.0 11.9 11.9 28.0 10.2 10.2 Shared Cap.: xxxx xxxx xxxxx xxxc xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
oueue: 2 4 4 2 3 2 2 16 1 3 13 2 Shrd StpDel:xxxxx xcxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xcxx xxxxx
•,rtr#r,►~,►*,r,r*,r,r***+r,r,rt*rrrr,~,r,►,►*t~t,►+r*t~,~rt~tr,r,►,rt*r~rrtrt,►*,t*,t,►*,rf,►**r,►,t,r*,r**rtr Shared LOS: * t • * r ,r ,r t *
ApproacADel: 1.7 0.0 6.1 0.0
Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR
v~~? =p.lb
~
99-41(2.OUT 7•20-98 5:01p Page 5 of 7
99-WK2.IN Mon Jul 20, 1998 17•01 05 Pe e 10-1 S 99-uK2.IN Mon Jul 20, 1998 17:01:05 Page 11-1
----------------------------------------------------------------------9..._...--
KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2 KITTELSON & ASSOCIATES, INC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, 41A5HINGTON NOME DEPOT PHASE 2- SPOKANE COUNTY, WASHINGTON
1999 TOTAL 41EEKEND NOON PEAK NOUR CONDITIONS 1999 TOTAL WEEKEND NOON PEAK NWR CONDITIONS
Level Of Service Computation Report level Of Service Computation Report
1994 HCM Unsignalized Method (Future Volune Alternative) 1994 HCM Operations Method (Future Volume Alternative)
#**ii~#**#A#Aftt#fit#*Ir**itMt#~##itttittt#tAfitk~tt4#t*#i#i*ttAti###*#***1Rf##ttftA ***tttlnF*tt~**tA*1ritYtttfk*i#****t*i#**tt**#tk*tk***tFtMtFtF#***tY1r****t~*#*#M*tfk*ttt**f**A
Intersection #21 fANCHER/SWTH ACCESS lntersection #22 SPRAGUE/DOLLAR
trr,t**tt*,►tr►#tr*,t**,t,t*,tt**,►,t,►r,►*****~in►t,t,►rt*,t,t,►r,~t*~,t~r,t**ttfir*r,t*tr*tt,t,~~trttrrt tff*f*fttFR*NAt*#f**tttf#R**#t*AA1r#*~R*i#ttf********1r*fiAitthirt#tif*Mt*i**#***YY~
Average Deley (sec/veh): 1.0 Worst Case level Of Service: e Cycle (sec): 100 Critical Vol./Cap. (X): 0.446
•,►,r,►+r+nr,r,r,~rr,ti,rttrrrt►*r*►rf,r,rt,rtiris*t►f~,~sr,►rr~*rtrft,r*,rfr,rri,r:tttr,►,rnrn*r,r,►r,r Loss Tlme (SeC)• 9(Y+R = 4 sec) pverage Delay (sec/veh): 9.1
Approach: North Bound South Bound Eest eound West eound Optimal Cycle: ~ 31 level Of Service: B
MOVement: L- T- R L- T- R L- T- R L- T- R •t,r,►*rr,►n*,►n,►r,►,rrrrrrr*,►rr,rtrr,r,rr,r,r,~r*r,~tr,r**,rrr,r,rrrrr*rr,►+*,r~r,r,r,►r***r~**rr~**•
" " " " II " APProech• North 8ound South 8ound Eest Bound West 8aund
I I I I I
Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Novement: L- T- R L- T- R L- T- R L- T- R
Rights: Include lnclude Include Include ~---------------I~---------------II---------...---II-----.....-----I
Lenes: 0 1 1 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 Control: Permitted Permitted Protected Protected
" " " " " " " Rights: (nclude Include Inctude Include
Volume Module: Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Base Vol: 0 395 0 0 320 2 0 0 145 0 0 0 lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 2 1 0 1 0 2 1 0
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initial ese: 0 407 0 0 330 2 0 0 149 0 0 0 Volume Modull: IIII II I
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 8ase Vol: 180 2 35 10 10 15 15 1155 20 30 1135 2
PesserByVol: 0-110 0 0-15 0 0 0 -10 0 0 0 , Growth Adj: 1.03 1.03' 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initial Fut: 0 297 0 0 315 2 0 0 139 0 0 0 lnitial 8se: 185 2 36 10 10 15 15 1190 21 31 1169 2
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PasserByVol: 15 0 0 0 0 0 0 10 0 0 10 0
PHF Volume: 0 323 0 0 342 2 0 0 151 0 0 0 lnitial Fut: 200 2 36 10 10 15 15 1200 21 31 1179 2
Reduct Val: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Finel Vol.: 0 323 0 0 342 2 0 0 151 0 0 0 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Adjusted Volwne Module: PHF Volune: 209 2 38 11 11 16 16 1250 21 32 1228 2
Grede: OX OX OX OX Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
X Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Reduced Vol: 209 2 38 11 11 16 16 1250 21 32 1228 2
X Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 MlF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10 1.10 1.00 1.10 1.10
Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx final Yol.: 209 T 38 11 11 16 16 1375 24 32 1351 2
Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xx xxxx xxxx
Adj Vol.: 0 323 0 0 342 2 0 0 1b7 0 0 0 Saturetion F ow Module: IIII II I
Critical Gap Module: Sat/lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
MoveUp Time:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2.6 xxxxx xxxx xxxxx Adjustment: 0.82 0.83 0.83 0.79 0.79 0.79 0.92 0.97 0.97 0.92 0.97 0.91
Critical Gp:xxxxx xxxx xcxxx xxxxx xxxx xxxxx xxxxx xxxx 11.4 xxxxx xxxx xxxxx lanes: 1.00 0.05 0.95 0.29 0.29 0.42 1.00 2.95 0.05 1.00 2.99 0.01
Capacity Module: . ...II""" " " II" 'll"" " " Final_Set___ 1550._.19_.1507 435__435.__633 1752_5439____95 1752 5526 8
Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 172 xxxx xxxx xxxxx Cepacity Ane ysis Module: .II' 'II' 'll' 'I
Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 854 xxxx xxxx xxxxx Vol/Sat: 0.13 0.03 0.03 0.03 0.03 0.03 0.01 0.25 0.25 0.02 0.24 0.24
Adj Cep: xxxx xxxx xcxxx xxxx xxxx xxxxx xxxx xxxx 1 xxxx xxxx xxxxx Crit Moves:
Move Cap.: xxxx xxxxxxxxx xxxx xxxxxxuxx xxxx xxxx 854 xxxx xxxx xxxxx Green/Cycle: 0.30 0,30 0.30 0.30 0.30 0.30 0.02 0.57 0.57 0.04 0.59 0.59
II"" " " II'"" " " Volune/Cep: I O_45_0:08._0_OSII0:08_0_08..0_08 0_42_0_45__0:45 0_45_0_42._0:42
•lic . _
level Of Ser e Module: . 'll" "II" "I
Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx ('S-.1xxxx xxxx xxxxx level Of Service Modute:
LOS by Move: ' • ' ' * • i * * t i Delay/Veh: 18.6 16.1 16.1 16.1 16.1 16.1 35.2 8.2 8.2 33.1 7.4 7.4
Movement: LT - LTR - RT lT - lTR - RT LT - LTR -8 LT - LTR - RT User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Shared Cep.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx AdjDel/Veh: 18.6 16.1 16.1 16.1 16.1 16.1 35.2 8.2 8.2 33.1 7.4 7.4
Shrd StpDet:xxxxx xxxx xxxxx xxxxc xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Oueue: 5 0 1 0 0 0 0 22 0 1 21 0
Shared LOS: ~ r t t • ♦ ,r • t ,r ~r ,r *t*,r**,rr*,►,►,r~n+~r,e,rr~rrr*,r,►,r,►**tt,►~*,r*r*,►,r~tt,~,►r,►,rr,►**,rf*,►i~~**r~**r~r~~r*r,►**+~rr
ApproechDel: 0.0 0.0 5.1 0.0
Treffix 6.8.1511 (c) 1995 Oowling Assoc. licensed to Kittelson, Portland, OR Traffix 6.8.1511 (c) 1995 Dowling Assoc. Licensed to Kittelson, Portland, OR
c-
~
99-WK2.OUT 7-20-98 5:01p Page 6 of 7
99-WK2.IN Mon Jul 20, 1998 17:01:05 Page 12-1
KITTELSON $ ASSOCIATES, INC.: PROJECT #1668-2
HOME DEPOT PHASE 2- SPOKANE COUNTY, NASHINGTON
1999 TOTAI IIEEKEND NOON PEAK HOUR CONDITIONS
Level Of Service Canputation Report
1994 HCM Operations Method (Future Volume Alternative)
«r*t,~,t,r,t,r**•,►,►*,r,r,r,r,r,r**,t,r,t+ttr#*t,rr►+tt,r,►~ rt,rrt,t*,r,t,►,►r•r~,r*,r~,r***t,t,rrr,r*#*,rt*,r,r,rr*,t
Intersection #28 FANCHER/BROADUAY
trrtrr,►,r,►r,t,rr,rrr**r,rr,rttt~rrr,~t*,r*,r,rr~,r,rtttt,t,►trtrirrt~*,r,rtttrrr*,rt*rrt*rtitt***t
Cycle (sec): 120 Critical Val./Cap. (X): 0.306
loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 22.4
Optimal Cycle: 31 level Of Service: C
,t***•,r•,tr•~r,►tnr•,t•r,t,r,r.,r*,rrr•rt,t,r,r.,tinr•r,r,r*.t*,t•.r►.•rrr~•~,r*,r•.,r•,rsrr,r*rrr.•,r,r,rr.~r
Approach: North eound South Bound East eound West eound
Movement: L- T- R L- T- R L- T- R L- T- R
._........--I---------------II---------------II-----...-------II---------------I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include [nclude
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
lanes: 1 0 1 1 0 1 0 1 1 0 0 1 1 0 1 0 1 0 1 0
~ .
. ..............~I---------------
Volume Modull;
ease Uol: 45 155 60 65 165 65 30 75 20 65 175 35
Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03
Initial Bse: 46 160 62 67 170 67 31 77 21 67 180 36
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 10 S 0 10 0 0 0 0 5 0 0
Initial Fut: 46 170 67 67 180 67 31 77 21 72 180 36
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81
PNF Volume: 57 209 82 83 222 83 38 95 25 89 223 45
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 209 82 83 222 83 38 95 25 89 223 45
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.05 1.05 1.00 1.05 1.05 1.00 1.00 1.00 1.05 1.05 1.05
Final Vol.: 51 220 87 83 233 87 38 95 25 93 234 47
----......---..II---------------
Seturation F ow Module:
Set/lane: 1900 1900 1900 1900 1400 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.92 0.93 0.93 0.92 0.93 0.93 0.92 0.97 0.83 0.94 0.94 0.94
lanes: 1.00 1.43 0.57 1.00 1.46 0.54 0.59 1.41 1.00 0.50 1.25 0.25
Final Sat.: 1752 2538 1004 1752 2579 963 1038 2596 1568 890 2240 450
...............II--------------- " ~
Capecity Ana ysis Module: . .
Vol/Sat: 0.03 0.09 0.09 0.05 0.09 0.09 0.04 0.04 0.02 0.10 0.10 0.10
Crit Moves•
Green/Cycle: 0.12 0.28 0.28 0.15 0.32 0.32 0.12 0.12 0.12 0.34 0.34 0.34
Volune/Cep: 0.28 0.31 0.31 0.31 0.28 0.28 0.31 0.31 0.13 0.31 0.31 0.31
I ~ ~ ~ i
level Of Service Module:
Deley/Veh: 31.5 21.8 21.8 29.3 19.6 19.6 31.3 31.3 30.5 18.8 18.8 18.8
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 31.5 21.8 21.8 29.3 19.6 19.6 31.3 31.3 30.5 18.8 18.8 18.8
Gueue: 2 6 2 2 6 2 1 3 1 2 6 1
r*,rtrr,tr,r***tt*«,r,e**rr•,t«**«*•rrr*,twr...t««r«,t,►*.r«r....«***tr•*t,r.,tt,rt•,t•r**,t•t•
Treffix 6.8.1511 (c) 1995 Dowling Assoc. licensed to Kittelson, Portland, OR
S
~
Z
i
49-YK2.OUT 7-20-48 5:01p Page 7 of 7
CALCULATION/DESIGN • O' D
~ Kittelson & Associates, inc.
Transportation Pianntng/Traffic Engineering DATE PROJECT N
610 SW Alder, Suite 700 • PoRland OR 97205
L Telephone: (503) 228-5230
~ Fax: (503) 273-8169 PROJECT NAME ,
E-mail: kafpdx0agora.rdrop.com
SUBJECT ~~'"~'►~1C ~~``4""Q t,,zp~ ~Tr , p BY SHEET lt OF ,
~ v
v o
J~
. v -5 ~1
4-
o
J ~
. - r
-~o
o
..j la ~ E-- - zD • ~ ~ ~ ~--}3~
1,9 30
10 _j -3o-J
k$D -3p tl 0' -4
~
~
0 c~
~ J .
s
. T(~o
..~o --Ia
j 410
_C07 #Ity
~
CALCULATION/DESIGN O' D
~
PAC< Kittelson & Associates, inc.
Transportation Planning/Tratfic Engineering DATE PROJECT N
610 SW Alder, Swte 700 • Portland OR 97205
Telephone: (503) 228-5230
Fax: (503) 273-8169 PROJECT NAME
E-mail: kaipdxQ agora.rdrop.com
SUBJECT 9OW 0!4~L BY SHEET 11 OF
/
Sa~' 4c~E~
s` s
I-4x 'Ld'' sS '1 ry
PM
3 9
'yo' ~r ~5{ -
• , ' , ~
I , !9D S 1q
1. 1
as
j;
G~
~ o
E-- ~ S ~ c~ L+ r 6 ~ ✓ e~ ~ 15' ✓ ~ ~ ~ '3S ~ 7 D
• y ~s ~ ~ C~~ ~m o ~S
Sr S- ~'00 Q ~ • Fo~
~
- - - J
-7 9'~
f ZS
_ • ~ •
OL 9 S 'C.., q s 4 4
ioo s ~ ~ ~ ~ t-'Ls
t+5 10 ~
r
d
~ -
-7
~ CALCULATION/DESIGN • ' /
/ Kittelson & Associates, Inc.
Transportation PlanningrTratfic Engineering DATE PROJECT #i
610 SW Alder, Suite 700 • Portfand OR 97205
Telephone: (503) 228-5230
` Fax: (503) 273-8169 PROJECT NAME
E-mail: in(o6kittelson.com
http://www.kittel n.com/
~
~ SUBJECT i~~ ~0 BY SHEET ~l 0 2S~ J,
~Sy Sj s
• ~~'D ih (r4~~ r~ jAr
0) -7o~ T
tzo ~ qs
~D 2C 65'
(,o
L
ss 2~ 39 30-
20
~ ~
39 o 90 130
. 1
~
ss 90
~
~o ~ o ~C Z~0 HS~ I~s . ►9 0
t~ 170 -YO
; ~ .
b
, ~ ~f ~
~
F
- - - - 1~
f - - ~ . ~ r -
3 ,
-J~-- ~
R
t . ~ ~ YW j,~
'~e^ 7
F s,s r
fr
'
~
Appendix F ~
Vehicle Queue Worksheets
~
~
SIGNALIZED Q UE UE ANAL YSIS
Project Name: Home Depot Phase 2- Sprague/Fancher KITTELSON & ASSOCIATES, INC.
Project Number: 1668-2 610 SW Alder, Suite 700
"Ad
Analyst: JDC
Portland, Oregon 97205
Date: 07/20/98 (503) 228-5230
Filename: H:\PROJFILE116681PHASE21QPR01QU Fax: (503) 273-8169
Intersection: Sprague/Fancher
Conditions (yr, alt., etc.): 1999 Total Weekday PM Peak Hour
GENERAL INPUT PARAMETERS:
Cycle Length: 120 sec
Confidence Level (C.L.): 95%
Storage length/vehicle: 25 feet
; - HPPROAZ.`HIIWOVE'IOfEW-
#1 #2 #3 #4 #5 #6 #7 #8 ,
SBLT SBTH/Rl~ NBLT NBTH/Rl~ EBLT - EBTH/R~ WBLT WBTH
- ~
. .
IINPUT PARAMETERS:
~ Volume (pre-PHF) (vph): , 300 290 5 40 130 950 35 620!i` G/C for movement: ' 0.32 0.32 0.03 0.03 0.16 ' 0.51 0.04 0.39.
Number of lanes: I 1 2 1 2 1 2 1 2:
~ CALCULATIONS: ~
~ Length of red interval (sec): I 81.6 81.6 116.4 116.4 100.8 58.8 115.2 73.2
~Average total queue (veh): ' 6.8 6.6 0.2 1.3 3.6 15.5 1.1 12.6
Maximum total queue (veh): 1 11 11 1 3 7 22 3 19
Total queue length (feet): 275 275 25 75 175 550 75 475
Required storage/lane (feet): 275 150 25 50 175 275 75 250 ~
PERMITTED LEFT TURNS: I I
~ _ l=
Opposing volume (pre-PHF):
Opposing sat. flow rate: . ,
CALCULATIONS:
Opposing flow ratio (Yo): i
i
' Unblocked G/C:
Effective red interval (sec):
, Average total queue (veh):
I Mauimum total queue (veh): ~
, Total queue length (feet):
~ Required storage/lane (feet):
METHODOLOGY AND FORMULAS USED: -
Length of red fMerval =(1 • G!C)' Cyde length Queue length = Maxlmum queua' Storage length per vahide
Average queue/lane = Volume • Red Irtterval / 3600 Required storage per lane = Queue length / Number of lanes, rounded
MaxEmum queue: Random arrivaUConstant servkx up to fhe next hlghest whole vehtde
Random arrtvals behave axordlng to a Palsson dlstrlbuibn. Opposing flow ratio Yo m oppasing volume vo / oppasing sat. flow rate sop
There fs a probability equal to the confldence level desfred (e.g. 9596)
that the queua formed during eadh rod interval will be less than Unblodced G/C (gWC) a(g/C - Yoy(1-Yo)
ar equal to the maxfmum queue.
(Prob. of arttvals = N) a(Red Intervaty`N' exp(-N) / NI (the Poisson distributlan)
(Prob. oi arrivals» N) = 1- Sum af probabfliUes for vehlGes 0, 1, N-1
Max N: Highest N such that the sum o/ probabllNles >(1 - confidence Ieveq
SIGNALIZED QUEUE ANAL YSIS
, Project Name: Home Depot Phase 2- Sprague/Fancher KITTELSON & ASSOCIATES, INC.
Project Number: 1668-2 610 SW Alder, Suite 700
Analyst: JDC Portland, Oregon 97205
Date: 07/20198 (503) 228-5230
Filename: H:IPROJFILE11668\PHASE2IQPROIQU Fax: (503) 273-8169 '
Intersection: Sprague/Fancher
Conditions (yr, alt., etc.): 1999 Total Saturday Noon Peak Hour
GENERAL INPUT PARAMETERS:
Cycle Length: 120 sec
Confidence Level (C.L.): 95%
Storage length/vehicle: 25 feet ~
#1 #2 #3 #4 #5 ~ #7 #8
SBLT SBTH/R • NBLT NBTH/Rl~ EBLT EBTH/R~ WBLT WBTH
INPUT PARAMETERS: ~
Volume (pre-PHF) (vph): : 160 250 5 35 120 . 855 50 _ 800
G/C for movement: 0.20 0.21 0.03. 0.03 0.15 ' 0.59 0.07 0.511
Number of lanes: 1 2 1 _ 2 12 _ 1 2,
' i
CALCULATIONS: ;
Length of red interval (sec): 96.0 94.8 116.4 116.4 102.0 49.2 111.6 58.8;
Average totai queue (veh): ; 4.3 6.6 0.2 1.1 3.4 11.7 1.6 13.1 !
Maximum total queue (veh): ; 8 11 1 3 7 18 .4 19
Totai queue length (feet): 200 275 25 75 175 450 100 475
Required storage/lane (feet): 200 150 25 50 175 225 100 250
~
PERMITTED LEFT TURNS: ;
Opposing volume (pre-PHF): - , . •
Opposing sat. flow rate: , . . _ '
CALCULATIONS:
Opposing flow ratio (Yo): ~
' Unblocked G/C: ~
Effective red interval (sec). i
Average total queue (veh):
Maximum tatal queue (veh):
Total queue length (feet): ;
Required storage/lane (feet):
I _ - - . . - _ _ . - ,
METHODOLOGY AND FORMULAS USED:
Length of red iMerval = (1 - G/C)' Cycle Iength Queue length = Maxirtwm queue' Storage length per vehide
Averege queueJlane = Votume ' Red lnterval / 3600 Required storage per lane - Queue length / Number ot lanes, rourtded
up to the next highest whole vehEcle
Maximum queue: Random arrfiraUCenstsnt seMce
Random arrfvals behave aocading to a Poissan disUibutkn. Opposing flow raUo Yo = opposiny volume vo / opposing sat. flow rate sop
There Is a probabtllty equal to the contldence tevel destned (e.g. 9596)
that the queue tormed during each red Irttenral wlll be less than Unblodced G/C (gu/C) a(g/C - Yoy(1-Yo)
or equal to the maximum queue.
(Prob. of arrivals = N) a(Red IntervafY'N ' exp(-M / NI (the Po(sson dislribuUon)
(Prob. ot ertivals N) a 1- Sum of probabillUes for vehIGes 0, 1, N-1
Max N: Highest N such that the sum oi probabtlit(es >(1 - confldence leveq
CALCULATIOWDESIGN • • D
~ Kittelson & Associates, Inc.
Transportatlon Planning/TraNic Engtneering
610 SW Alder, Suite 700 • Portiand OR 97205 DATE PROJECT N
Telephone: (503) 228-5230
~ Fax: (503) 273-8189 PROJECT NAME
E-mai I: Inlo O ktttelson.com
http://www.kittetson.conV
SUBJECT 8Y SHEET 1► OF
UNSIGNALIZED INTERSECTIONS
95th percentile (veh] capac:ty (veh/hJ=
iGo
SO 1600
i i i ~ ►
EO I i
~ ~ ~ ~ I ~ I I I I I I ; I/ I
70
I I I I I I I I ~ I ~ I (
a) 6° 1200
I I I { I ~ ~ ~ ~ I I ~ I/ ,yi (
aoa
a
c sao
cn yo
400
cu 20 300
> I
200
~
~ ;p 15J
z ~
A~I/1 _o
M~
C;
~ . ~
x
~ c oo= 0.6 0 s 1:0
s2tura;:or decree x
!
, irterial = i;dn
r:2!crt i~:-•?. 9::%:•.vercer.:::e v:ee:ce !rr.3►ic es:'im.c::on at :cn..s:;nc::i:rc: iri:2-stc::r);::.
QSE~: TZOiI: ~ /►l~We - ~AST ~Cc~SS 1~X ~ ~eel~~~ PM P~IC
z,~E P
ConjoLrzo~vs 194 9 T04e h J~T~'t~'hf _ se~."U*`QD~ ~o, h pAt
: C.0 ,
CCL P 0, r- v/G g0.~1'D ~S e CZ,1E•.tL l1?v+')
\ :
,3s ` 1~o) . . ~o "ya) o, yo)
9f ~.t ~ 133 16 Z 0.2:3 0.3f 2~4, Zv.A,
~bb d I~ ~4 %i, ,rI
coo ko. CO* %kl
4- Mo ~
tt ~t ~ t
~