25907 P-1914 TRAFFIC IMPACT ANALYSIS
v' 661' 612-7
aAY ~'~J~ l S~ 4 t3W I + ' ~ ~
03-1 J2 16610 e gth I D. Courchaine Const swr I 19-Jun i 811112003 1
03-193 16616 e 9fh IGiddings Const swr I 95-Aprl 8I13120031 1
03-194 I6620 e 19th IVietzke Exc Iswr I 23-Jurrl 8l13120031 1
03-995 6719 e 19th IFiarding Exc Iswr I 30-May1 8113120031 1
03-196 6804 e 19th jD courchaEne Const I swr I 24-Jun j 811 1J20D3 1 1
03-197 7217 e 19th Simpson Sanitatiarr Iswr I A-Apr 6 V-
03-198 7315 e I 9th IVorm's Excavating Isvvr I 28-Aprl 811112[1031 g
03-199 17319 e 19th IVorm's Exe.aVating Iswr I 28-Apr 811112003 1damaged pavemeni
~ 03-240 17404 e 19th llista Constructivn 1 swr I 29-Ju1 9' 1$1.6 S I k 0
--A-03-201 17408 e 1 Sth IVista Construction I swr I 25-Aug 91115/d3 1 k
--A-I73-2[]2 17412 e 19th I Vista Gons#ructiron I swr I ZS-Aug I qa 3lk
03-203 112115 e IAlki 1Modern Elscfiric Water G❑ I►+vtr I 6-Aug I Ik f
03-204 15600 e IAIki k8udinger Assoe Itest 1 25-Apri I • 03-205 18200 e JP+p,pleway lAvista Utilities lelec I 18-Ju1I Ik
03-2[}6 1 @Sprague I Arganne I Cawest Icbl h fi-Aug I k k I
03-207 1511 n IArgonne 1Avista Utiaities 1pp I 23-Mayl ~ I
03-208 1571 n lArgonne lQwest Icbl ~ 18-Jun I I
-~o3-z~19 1524 n qArgorone IZ-Best Const Iswr 1 22-Apr 1 1
03-214 11319 n IArties IA&V Gonstruction dw I 29-May ` 8I2212003 ~ 1
03-21 i~~ ~ ~c~~ LlDkiniond-Rp& riw I 3-Junl I I
03-212 I614 s lsrties 6Diamvnd Rocx ldw 1 3-Jun9 1 I
03-213 1614 s 1Arties I[Diarnond Rock Idw I 3-Jun
03-214 110008 e lAugusta lPermits 9 swr I 31-Mar ~
~03-215 11819 n IBalfvur {Courchaine Canstructian Iswr I 18-Aug A$/~ Ak
03-216 12424 s q E3alfour 15pocowd#3 Iwtr I $-Jul I' I k 1
03-217 I415 n I 6annen I Giddings Const I swr I 13-May I15/24/Q3 I 6
03-218 1803 s lBannen lAvista Utilities 1 gas I 10-Jun j $ f2It /'U3 I d
03-219 11420 n I sarker lAviSta utiiities I9as 1 377111 sr2712003a
03-220 12510 s I Bates I Nnrm's Excaaating I swr I 13-Aug i 812112003 1 k
03-221 12609 s I 8ates INorm's Excavatrng lswr I 13-Aug l 812112003 C k ~
03-222 ~ ~ates Acme Exo '8wr , 3771a bK J I , .
03-223 49106s Bates Acne Exc swr 3771-a . OK '
03-225 115406 e I Qelle Terre f Spokane Ditch & Cabie icbE ~ 12-Mayl - I I 03-226 1511 9s `6ernhill ,1~Ivrm"s Excavating a swr I 13-Aug I 4 J~b3 I k I div~~e~
03-227 11065 IBest 1 Idw I 14-Jul l 8r1212003
03-228 1112 5 I Best iViking Const ldw I 14-Jul I j ~
43-229 01 18 s I Best I Vikinq Const I dw C 3-Jul I
/37
~
03-155 115005 e I4th I D Cvurchaine Canst. I swr ~ 1$-Aug 1 g f2_?/a 3_1 k ~ -
03-156 115307 e 14th lvera Water Iwtr I 2-Junl 1 I
03-157 115307 e 4th I IEIVISka UtIIIt4E5 lgas I '!D-Junl
03-158 115309 e 4th iawest Icbc I 6-aug I I k I
03-1 5s 14904 e I4tr, IAVista Utilities I ip I 6°Aug 1 I k I
03-1 s0 9721e 14th lAvista utilities 1 gas I 16-May I I I
03-161 13574I e 16th I Duane HeIC Gdw I 1-Jull i
03-162 114301 e 6th IVera Water and Power I I 6-F1ug 1 Ik I
03-163 I6511e 6th I Marding ExC I 5wr I 28-Aprl 811312003 1
03-164 16319 e 17th ID Courchaine Const I swr 1 23-.1unl 8113120031 I
03-165 7010 e 17th Vie#zke Excavating I swr t 20-Aug I S128fo 3 k I
03-166 cz 8arker 18th Red Qiamvnd Const lcglswlacljoint I 30-Jun 1 812212003 ~
03-167 ~@McMillan 8th lAvista Utilities { pp I 6-Au9 I
03-167 111524 e atr, IH&S Const 15wr I 27-Mayl E?J~z (o Io 3 I i
03-168 111602 e 18th I Cliffard scnmitz I a-Jui I V2 6103 Ik I
(}3-169 111606 e 18th I Qwest cbl I 24-Jun 1612,6 ra I I
03-170 111606 e Isth 1Clifford 5chmitz I I 8-Jul6
03-171 113808 e I stn lAvista utiRitieS Igas I 10-JulI Ik l
03-172 118819 e ~ Sth I Qwest Icb6 I 22-J u I l ~
03-1:7~ ;~w !rhiues+ Wbf I 16-Ju l I 8112120U3 k ~
03-174 15015 e 18th I H8S Const I swr I 31-Mar I 612712063 1 I
03-175 5719 e IBth ISpocowd#3 iwtr I 27-Augl ~k ~
03-177 5803 e 18th I1Jietzke Exc Iswr I 9-Apr Q~
03-1?8 16322 e 18th !2-Best Const swr I 16-Juni 8113 2Cf031 l
03-179 16911 e IBkh ~ Narm's Excavatsng swr I 12-Jun l 8l1312003 1 I
03-180 17104 e 8th IUista Canstruction Iswr I 7-Jui ` 811312003 1 ic ~
03-181 17205 e 8th I Norm's Excavating 4swr 16-Jun 1 811312003 1 ~
03-1$2 17314 e I 8#h IVista Canstructivn ¢ swr T-Jul l 811312003 1 k ~
03-183 110207 e 19th lAvista Utihtie5 I9a5 I 7-Jul Ik ~
03-184 19 5404 e 19th p Spokane Ditch & Cab1e Icbl I 9-May 1 1
03-185 13003 e 1gth I D. Courchaine Const I swr J 14-Apr ~ o ~4
03-186 15908 e Igtr, Ivieczke Exc IsWr I 23-Jun 8113IZO031
'b.-03-187 16007 e I 9th jVvsta Construction lswr I 11-Jul lcf J5/a3 Ik ~
[]3-1$8 16011 e 19th I iCen's Landscaping I rd I 24-Aprl 811372003 ~
03-189 16314 e I9th t N~rm's Excavacing I swr I 12-Jun j 8~1,Y2 os I
03-190 16412 e I9ch j 6aiIey Const Iswr 114=Apr I qI~'031 R
03-191 16606 e 19th IZ-Best Canstructiorr Iswr ~ 11 -Aug I$,~~I~~S I k 1
rJ
~
03-039 16811 e d'k 1 th ~ Bailey Const I swr I 18-AUg i 8I3oI(7.3 I k I
03-040 16907 e I11 th ~ D CC1UfCMaIFIe GflfiSt Iswr I 23-Jun j 8/1112003I 1
03-041 16915 e I1lth I bCaurchaine Const I swr 19-Jun C 811 1120D3 1 1
03-042 17104 e 11lth H&S Const I swr 12-May 1 811112003 ~
03-043 17221 e 111th Harding ExC I 5wr I 4-Aprl 5127i2003 I
g}3-W 7225 e ~ 11th ~ Nvrm's Excadating I swr ~ 20-Jun i 8191i2003 '
03-044 7305 e 1 11h V!sta Coost . swr . . 37711 oI< I I
03-045 17311 e 11 ltn IVista const I swr I 28-Mayl s1zV2oa3E l
03-04$ I7405 e ~ 1lth I Vk5t8 CC7n5tfUCt1pI1 I5WC I 22-Jul l ~4I24afd,3 I k C
03-047 11105 e 11 zth I Model rrrAg lwtr I 28-A~~ 18 ~2ql►fla3-1 1
03-048 11315 e 11 2th lacra-ie Exc I swr I 14-Apr l 8I2°l Io3 I I
03-049 111902 e to 12024 e 11 2tr, I Piersol Constraactian Iwidenlwtr 9 D-Jul I Rf-z`? lv 3 I k&ok h-q►1si~on
03-050 113725 e 12th IlAera Water lwtr 14-May I EjI23/03
03-051 113900 e 12fn IWera water I wtr I 30-Mavl 2jj27Io3 k
03-052 113914 e 112th IVera Water and Power I wtr fi-Augl e124ra3 1 k j
03-052a 6412 e 112th INvrm"s Excavatmg I swr 10-,lul jRji { .3 Ik~~A~~►r4~5
03-053 6015 e 11 zth ~~Eorm's Excavatrnq ~swr ~ 1 a-,~ui ISrz~b/0 3 Ik' k
03-054 6018 e e 12th ~ ryorm's Excavating ~ swr ~ 10-Jul 1 8C15l2003 k
03-055 I6024 e 11 zth I Vista Const I swr I 11-Aprl 8/11r2003
I-12th - !-CQUriChalt7e_f:nnstreir i4n [sWfi I 27-AUQ4 4 0~ Ik ~
r03-057 C?~-e I 1 atn I oavis, Mark Iaw 1 1sa.~ur~ aca fo~ I 7~4.e 12th I Betzer, Micfi~ael Idw ~ 12-Jun I`t
fcp,rv 3 I ~
03-059 7512 e 12kt, Iuista cvnst I swr I 25-Aprl 8r1112003I I
03-060 113413 e 13th IVera lfVater I wtr E 23-.9unl I I
03-067 114703 e 114tn I Reei cabie Icbl j15-mavi I 6
03-082 14717 e 114th I 5pokane Ditch & Cable IcbI I 12-May I I I
[]3-063 14904 e 114th ILindsey cons# Idw I 30-MayI I ('qA~
03-064 149(35 e 114tn I Lindsey canst --Idw 3n-nnay i Ik l~~~, r.V-r
'0$R065 4924 e 114th I LEradsey ennst Idw 4-Junj I I ld(Idl?r qA 4sf
03-066 14925 e I14th I Liradsey const Idw 30-MaYI I ICC u
03-067 16424 e 11 4th kSpacowd#3 wrr ~ ►-aug I I k I
03-068 110303 e 11 5#h I Harding Exc swr I 4-Aprl 6P27J2003 1
03-069 115311 e 19 5th I Reel Cable lcbl E 5-MaY1 I
03-070 115311 e 19 5th I Reef Cable Icbl I 5-May I i
03-071 I@Er►erqreen I16th I Qwest icbl I 2-Sep k I k ~
03-072 I@St. Charles 116th I Vera Water and Pouver I wtr 1 1O-Jul f $11512003 1k ~
03-073 110206 e 116th INW Reqivnal Facilitators Idw I 4-Junl 8121120030 0
Z3
~
Permit # lAddcess I 5treet IGontractor IType IIssue datelCampletion IComments
03-001 16212 e 110th Ms#a Const j swr I 31-Marl 6127120031 I
03-002 6403 e 11Oth IVista Cvnstructinn I swr f 15-Ju1 l 8120l20031 k 1
03-003 6410 e l1 otn IBaiiey Const IswP I 13-MayI 8/1112003I I
03-004 16416 e 11Qth I Courchaine Canstruction 1&W y' I 3-Jul l $/zli lp 31 I
03-006 6607 e I 10th D. Courchafne Const swr I 5-Jun 811 1120a31 damaged pavemeni
03-607 861 'I e 11 flth I D. Courchame Const I swr I 12-Jun 8!9 9f20(?3 1
03-008 6E15 e 1 1 Dth ~D. Courchaine Const I swrr I 12-Jun l 8l19f2003 1
03-0(]9 16515 e 11 flth IVista Construction I swr 15-Jul 1 $120f2003 1 k
03-010 16620 e I 10th I D. Courchairae Const { swr 5-Junj 811112003 1 1 '
43-01 O 16705 e l1 pth I Ken's Landscaping Iswr j 29-May I 8111 JZa03 1 damaged pademeni
03-812 16749 e 1Clth ~'Ken's Landscaping 6swr I 18-Aug~ ~28ra,3 4k
6804 e 1Oth ~ Norm's Excavating rmwr 9 0-Jul 812(]12003 ~ k
03-014 15805 e 110th IVista Construction ~ swr ~ 9 8-Jul 811312003 ~ k ~
83-015 16821 e 110kh ~Bailey Const swr 1 21-Apr{ $119i20030
03-016 16906 e ~10th Bailey Const swr I 31-NiarG 8111i20031
03-017 17014 e ~10th H&5 Const I swr I 30-May 1 8111 d20(]3 1 k 1
03-018 17105 e I 10th lRvista Utilities I9as I 23-Mayl 811 1l2003 ~
03-020 7123 e E 1Oth Harding Exc I swr E 9 B-Mayl 8I1112003 ~
03-021 7308 e 1104h Acme Excavating I SV.3Y ~ 30-Jun j 811112003 1 1
03-022 17312 e 114th ~ BaiEsy Const I swr ~ 4-Apr 0 K
03-023 17603 e I 1[1th IGiddings Const swr ~ 12-Jun ~ 8120i2003 1 1
48-024 7616 e 11 oth IVista ConstructiQn swr ~ 23-Juf ZZO.3 k I
03-025 7622 e 11 Dth I Norm's Excavating , I swr A 9-Aprl l27J20031 1
03-026 ..13516 e l11 th I Camcast kcbl I 9 5-Aprl
03a027 5907e & 5909 e I11 th Spocowd#3 lwtr I 13-Aug l 8I9 5J2003 1 k I
01~02a 6212 e ellth vista Const ~swT I 31-Marl 6r2712003I I
03-029 6314 e I11 tFr I Harding Exc IsKrr I 24-Mar 1 8111l2003 ~
~
03-030 8318 e 11 7 tn Ivista Const Iswr 2-Aprl 6r27r2003
03-031 6505 e 191 th IZ-6est Const 1 swr 1 a-Jun 8I11 P2OQ3 {
03-032 16516 e 11Ith I Gourchaine Const Iswt' 30-May 811112403 1 k
03-033 16521 e I11th Wista Const Isvur ~ 4-Junj 8111120031 I
03-034 16524 e 119th IVista Const Iswr I 4-Junj 8111120031 1
03-035 16526 e illth IVisca Const Iswr I 4-Jun 811112003I q
w1b3a 5609 e l11 th iVista Canstruction Iswr ~ 25-pug %o31 k 1
03~OV 6510 e I11 th I ViSta Const Iswr I 22-Rprl 8l1112 O3 I k ~
03-038 6616 G~ 1 jth vsrita Contit ' swr 37711 OK
35
~ ~
03-074 110210 e 116th I NW Regivnal FaciliCators Idw I 4-Jun l 8121120031 I
03-075 10600 e 116th ISPOCOWa3 vtr ~ 30-Mayl I ~
03-076 11306 e 11 fith Model Irrig wtr ~ 13-,lun i ~
03-077 13800 e 11 fith Qwest I cbl ~ 17-May I ~
03-078 13900 e 116th I Qrvest I cbl ~ 17-May w ~
03-079 113915 e 16th GCnnner Icbi ~ 1 fi-MaY f f 7
03-080 13315 e 1 fith I Vera Waker and Power I wir ~ 11-Jul l $l1112003 4 pavernent transitipn
03-081 14100 e 16th IVera Water I vtr f 28-Apri B
03-082 114500 e 16trr GAVista Utilities Igas I 24-Jun I f
03-083 114700 e 11 stn ~ W C. Conner ich6 ~ 16-MaY I I ~
03-085 1150' e of Progress 1 fith i1Jera Water and Pflwer Iwtr I 10-Jul l Ik
03-086 I5707 e 96th Avista Utilities I PP I 13-Aug I I k
03-087 110213 e 11 Tth I Blackstone Idw ~ 9-lun 1 812112003 1
03-08$ 111613 e ~18th I Z-Best Cans# swr I 4-Aprl 8118f2003 1' j
03-089 16921 e Oa#h I Bailey Canst swr I 2-Apr 0 k,
03-090 15712 e& 5708 e 11 st ? I Ken`s Landscapinq I swr I 11-Jul l ~ k
03-091 193807 e 120th Avista Utilities Iqas I 24Juni I
03-092 11531 6 e I Z[lth lAvista Utilities @qas I 2-Jun l 81191200I I
03-093 114722 e 122nd { rnland Cabie icbl I 23-Jul I ~ k 1
03-094 I@Burns J 24th I MQUntain Crest Ent Iconst 15-Aug i J k 1
[]3-095 15508 e J 24th I Qwest I cbl 1 E-Jul l¢'/2$/b3 Ik I
03-096 12016 e J 24th Avista Utilities j elec 7-Jul l I k I
:on-o3-o~~ 11119112 e 25th Giees Iaw s-Apri 8r21/20031 I
03-088 113316 e 25th lAVISta CItllltl$5 Iqas I 2-Junl 1 I
03-099 11211 0 e 25th I Norm's Excavatsng iswr 1 31-Mar 8118l2003 I k I
03-1 0Q 112117 e Zfith I Nvrrn's Excavatirag I swr , I 13-Aug SfZ8/b3 k ~ -
03-101 112118 e 126th I Ken's Landscapin9 18s I 24-Junl 8118J2003 ~
03-1 Q2 112123 s 126th lAcme Exc v I swr I 29-Aprl 8118l2003 1 ~
03-103 112211 e I26th I Courchaine Construction I swr I 2-Jul l 811812003 1 k I
03-104 -I 12104 e I z7tr~ ~Norm's Excavating -I Swr I 6-Auq 1 8» sr2oa3I I
03-7 Q5 11402 e 129m laaista Utilities J 9as I 1 o-Jun IE+'2_V1a3 I I
~ 03-106 97627 e 12nd ~Ffayden Homes dw I 16-IVlavl J I I - -
03-147 14503 e 12nd ' Nmrm's Exr-avatinq swr I 14-Mayl 8121120031 1
03-108 14626 e 12nd H&5 Const I swr I 11-Junj 8l21120031 1 -
03-1 09 14307 e 12nd I IVorm's Excavating I swr I 15-May 8121120031
03-110 14908 e I2nd IAI4 Terrain Exc I swr I 4-Jun 8121120031
03-111 111724 e 131 5t ICyiddings Const Iswr I 21-Aprl 8118120031 I
~
03-11 2 111824 e 131 st IHardinq Exc I swr ~ 31-Mar 61270003 03-113 112004 e 131st I fVvrm's Excavatinq swr ~ 13-Aug 811812003 1 k ~
03-114 112026 e 131 st IN'orm's Excavatinq swr 1 31 -Mar 811812003 ~ 1
03-115 112420 e 132nd I PBI Constructian I const I 5-Aug I I k 1
(]3-116 13411 e 132nd lAdista Utilities I gas I 18-.1uII I k I
03-117 11349 e 135th Vietzke Exc I swr I 1 Q-Jun 1 811$12003 1 1
03-118 1 37th Avista Ut+lities I ga5 2-5epI ~!c
03-119 115302 e 3rd lAvrsta fJtilitres Iqss 5-.lunl ~
03-120 415308 e 3rd IVera Water vvtr I a-Junr 1 1
03-12 1 115308 e 13rd I Avista Utilities gas I 5-Jun j I ~
03-122 117502 e I3rd I Hayden Hames Idwy I 3aSep I Ik I
43-1 23 14513 e 13rd I ❑ Courchaine Const I swr I 14-nnayl 8/21r2003I f
03-124 O11s1a e 142nd `Vietzlce Exc Iswr I 13-nnayl 8i13120031
~
03-125 111024 e f 43rd oAccne Exc ISwr 1 14-Aprl $l13120031
03-126 111106 e 143rd Courchaine Constructiora I swr I 7-,Jul l 8113I2003 1
03-128 111010e 144th Z-Best Const ~ swr ~ 31-Mar 612712003 1 1
03-129 111417 e 144th D. Courchaine Const ~swr ~ 11-Jul 2/% l0 3 Ik
03-130 11429 e 46th , Acme F~~Xc , sWr 37713, 03-131 110712 e 147th Fi&S Const ~ swr ~ 12-IViay 1 811 'f 12R7a3 1
03-132 {109D6 e 147th Acme Excavatian I swr I 25-Au9 g 2 a 3 I k -K- °lja/a 3
03-133 114130 47th 'K(~ Oo"t . swr ' 3777 $ ❑ K I 1
03-134 111413 e 147th I KC Const Iswr I 8-Aprl 6127120031 ~
(]3-136 11521 e 47th I 5pokarae Ditch & Cahfe Iswr I 24-Aprf 8118i2003 4
03-140 1511 e 47th - I C} Courchaine Const lswr I 7-May 811812003 ~
03-141 11121 e 148th ~ Narm's Excava#ing Iswr I 2-5ep 4,(y lq3 Ik
03-142 111206 e 148th dSPOCflWD3 lwtr R 19-Junl 812(,/a3I
03-9 43 111406 e 148th t Norm's Excavatirrg I swr k 2-SeP I 9'/tolo I k
43-444 111418 e 148fh iCaurchaine Construcfion I swr ~ 22-Jullrev"a+t er[7.G
U3-`l45 1W4 o
Otf~ Aorne C-x~ 37M oK I I
03-145 111507 e 148th iNarm's Excavatmg ~ swr ~ 2-sep I~/L(1n.3 Ik I
03-147 111519 e `aatn !Z-Best Const I swr I 10-Junl BIr2 (o 16 3 I I
03-148 111520 e J48th lAcme ExcaVation ~swr ~ 2 5-A u g I Sl2$la;g ~k ~
03-149 19516 ~ 48th Z*Best Const , ss~r 37715 a
03-151 I10102 e I4tn ~Modern EEectric lwtr I 5-May ~ I
03-152 110113 e 14th ~Qwes# I cbf ~ 6-Aug ~k ~
03-153 110700 e 14th I awest I cb1 ~ 19-Jun ~
03-154 110915 e 14th I DCvurchaine Const I swr I 2-Apr 6f27l2003 ~
~~7
4
03-230 11213 s I Bettrnan I'Vista Const I swr I 5-MaYI 9 f 2ro.'A ~
03-231 11829 s F3ettman I Owest Ecbl I 6-Auq I k
03-232 17921 e Beverfy I Bailey const I swr I 14-May 412103 1
03-233 11113 r' doCA trt Blake I Reel Cabie ~cbi 6-Mav 4~'zl'v? i 03-z34 11113 s~ Blake I Reel cable , Icbl 5-MaY I I I
03-235 1121 s ~Blake 9 Vera Water I wtr I 1 Z-Jun j I ~
03-238 a'~7BQwdish Boone ~ Mndern Electnc wkr ~ 15-,lul l I k ~
03-237 117704 e ~ Boone ~ Vista Cans4 _ swr I 23-May 1 612712003I 1
03-238 11315 e I Boone lAvista Utilities gas I 1 fi-Mays 1
03-239 111403 e 113aone jAuGSta, Utilities I qas I 19-Aug I I k
03-240 114921 e I Boone IModern Electric Water Co I wtr I 11-Ju1[as Ik I
03-241 1121 [34 e to 19 518 e Boone --1 Qwest Icbl I 16-Ju l l I k 1
03a242 112719 e I Boone I Raney Cvncrete dw I 10-JuI l 1 1
03-243 117203 e I Boone IAvista utilities pp I 5-.1un! 4 I
03-244 j8505 e I Boone I Q. Courchaine Cnnst I swr I 11-Jun l 4/i v103 I 1
03-245 18608 e Boone ~ Norm's Excavating I swr I fi-Jun 1 6I2712003 1 1
03-246 8711 e ~ Boone ~ H&5 Canstruction I swr 2-SepJ qI10J63 t k 1
03-247 9524 e k Boone Iz-aest Consc I swr 16-Aprl 's127/2003 E
03-248 9914 e ~ Boone 4Z-Best Const I swr ~ 21-May 1 6l2712003 1
03-249 12719 s IBowdish I Norm's Excavating I swr I 20-Jun i 8l1212003 1 1
q JEti
03-250 13017 s I Bvwdish I CQUfCllalne Co115tr11C#.IOfI 1 swr I 7-Ju1 Irewsft ~01:1
3 03-z51 Ssao s 1 Ba►~dish IEuer Const Iswr I 9 -~+p r 1 S ~"zaI
03-252 11309 n IBradlev IAVISta UtIIItleS lqas I 7-Au~ I I k I
03-253 I10007 e I Broadway Iv~~etzke Exc IsWr I3a-Mayl e/271zoO 1 -
03-254 110012 e a Braadway I IVarm's Excavating iswr I 1-Mayl 612712003 1 1
03-255 111015 e Broadway I Norm's Excavating I swr I 2-Aprl 612712003 1 i
03-256 113009 e eroaaway i❑wesc lcbc I 2-JunI 1 I
03-257 18400 e I Broadway g Qwest laee as-apri I I
03-258 18605 e I Broadway - lAvista titilities jah 24-Jun I I ~
`4-03-259 9318 e I Braadway I6Varm's Excauating swr I 9-pPrl qItofv3 I I
03-251 9600 e I 6roadway lAvista Utilities PP I 18-,]unl I k
~ 03-262 9902 e I Broadway I Norm"s Excavating swr I 9-Aprl 4j(01d3 I
03-263 9920 ~ 113roadway I NQrm's Excauating swr f 23-May l 6127i2003 1 ~
03-266 1717 e I Buckeye IReei cabGe cbi I 2-Jun G I r
03-267 118914 e lBuckeye I Comcast Icbl 15-Aprl 6I2712003 ~
03-268 118914 e l$uckeye I Reel Cable IcbI 5-Mayl 6127l2003 ~
03-269 118914 e IBuckeve I Res9 Cabie Icbi I 5-Mayl 612712003
I
f ;7
131
~
03-270 119422 e lBuckeye lAvista Utilities qas I 28-Apr l 612712003'1 1
03-271 12311 s Burns I Lexington HQmes dw I 16-!'VIaY I
03-272 12321 s Burns I Lexingtvn Hvrraes Idw I 5-Jun l
03-273 15823 e Cameron I Qwest Icbl I 19-Aug f I k 1
03-274 202 s Cannery I Harding Exc I swr I 16-MaY I Q4"I3,Io 3 I ~
03-275 17218 e { Car{isfe lAvista Utilities Iqas I 22-Jul l $11512003 1 ~
03-277 18705 e Cataldn lAvista Uti[ities I gas I 27-Jun I ~
03-2 ►8 19323 e 1Cataiao IH&S cnnst Iswr I 5-.1un YJo Ia3 I 9
03-279 11114 s ~ Center Giddings Cons# LLC I swr ~ 28-Jon f 0[03 1~.
43-280 12707s ~ Chery6 Vera Water and Power 1 cbi q i1-aui ~k 1
43-281 1211 s I+Ghronicle IRII Terrain Exc { swr ~ 4-Junj ~/[D fo 3 1 I
03-282 1 @Garlisfe p,CoEeman lAvista UEilities lpp 11-,lul ` 0 1
03-283 14808 e I Commerce 1 Avis#a l7tiiities 1 gas i 3-Au4 ~ k ~
03-284 12200s IGankEin 1 QWest Icbi I27-Mav I I I
03-285 118405 e ICourtland --k+Comcast lebi 15-Aprl I f
03-286 11413s S [aavis pExcelCor,st IaW I 25-Aprl I ¢
03-287 111509 e 0Dean lAvista Utrhtres I qas I 22-Jul l Ik ~
03-288 I6400 e IDesmet ~ Piersal Construction wtr I 1 D-Jul I Ik ~
03-289 11422 n I Qick ISpokane Ditch & Cab1e srnrr ~ 24-Aprl 9ty/03 I ~
03-290 12510 n IDick lflwest pcb4 ~ 14-MaYI I I
03-291 I 1 a0fi 5 IDickey I Vista Const f swr 30-May CtI2 143 I I
03-292 14310 ra ~ Dishrroan-Mica I Celltech Idw 7-NiaY I ~
03-293 14125s -I arinvvooa IQwest I cb' ~19-Aug I Ik I
03-294 12321 s Iausk IVietzke Exc Iswr ~ T-Mayl If e3/03 I ~
03-294 407 n IDyer lAvista Utllltle5 Ipp I 30-Apr I I I
03-296 1125 s I Ea5tern I Wardinq Exc Isvur I 25-Aprl 4 /2 /03 ~ I
03-297 4330s I Easteroo I spvka-ne ❑itcn cabie I cbl I 16-Mav1 ' I I
03-298 181 ? s 1 Eastern I Narm's Excavating I swr I 16-Jun I q fa I v3 I
03-299 11004 s lEdgerton Iuista cor,st Iswr I 13-May l 8113/2003 ~
03-300 11010s J Edgertan IVista Const iswr I ZO-May ~ 8113f20031 I
03-301 1On s 54gertor~ ~~O~ngs Consj eqpt 2-Apr o k- I I
03-302 1316 s ~ Edqertan IVista Const 'swr I B-May ~ 811312003 j ,
03-303 1919s I Edgerton IVista Const Iswr I 22-May t 811312003 1
03-304 J 919 s C Edgertan ~ Giddings Canst swr I 12-Jun l 811312003 1€13-19€77
03-304 1922 s I Edgerton ~ H&S Gonst swr I 11-Jun 8113120031 1
03-305 1904s I Edqertorr (et al) Acme Exc I swr I 29-May 8113P2003 I I
03-306 I11004 e I Empfre B&8 Landseapinq Iwtr I io-iuiI I k
~~3~
~
03-307 11720 r, I EVergreen lavista Utilities I pp I 16-MaYl I I 03-308 11908 s I Evergreen lAvista Utilities Igas I 6-AugI I k
as-sOS 1200s - IEvergreen I Qwest cbl I12-Mav I
03-310 {4405 rr I Errerqreen I Qwest cbl I 25-Aug I k
03-311 J442$ n I Evergreen lAvista Utilities I elec 4 28-Aprl ~
03-312 14428 n ' EverQreen I 5pokane Ditch & Cable i cbl I 12-May I {
03-313 1601 n I Evergreen Illera Water Iwtr ~ 30-MaY1 1
03-314 1 @ervadway IFanGher IQwest Icbi ~ s-Aug 1
03-315 15900 n IFancher lAvista Utilities Ipp 1 31-Niar 6I27f2043 1 1
03-316 5900 s IFancher I Spo Co Wd #3 lvutr 15-MaYl 1
03-317 804 s IFancher ISPOCOWD3 lwtr 21-Mayl 1
03=318 svs n IFancner RGarco, const. Iaw 9 10-jui I I k I
03-31 9 1 IFancher lGarco Canst. Igas I 13-Aug l 811512003 1k ~
03-320 11305 n I Farr lRcme Excava#ion - swr I 9-JuG l 811212003 1 k ~
03-321 11312 n I Farr lA1 [3rain & Sewer swr I 1 fi-Ju! l 8112i2003 1 damaged paaemeni
03=322 ~ 1421 n Farr lpcme Exc Iswr ~ 7-May 1 8!1 2f20Q3
03-323 19 618 n Farr - -I Norm's Excavatinq Iswr 15-May 1 811412003
43-324 11619 n { Farr I Narm's Excavating Iswr 15-May I 811412003 1 1
❑3-3z5 1224 n ~Farr IH&s Const Iswr I 5-Jun 8114/20031 I
03-326 1423 n IFarr I H&S Canst Iswr I 5-lun 811412043I 1
03-327 1505 n I Farr INorm's ExcaVati„g sWr I 7-Jua l 8114r20031 k 1
03-328 1413 n I Felts _ Iz-Best const sWr I s-Junj 8/1412003J 6
03-328 11122e . . r%fot Actria Exc svur ' . . . : 3771-a 6 K
03-330 12003 n lFiora lQwest ' Icbi ' 1 21 -Mavl I ~
03-331 12225 I FlOPa OAVlSta Utilities lqa5 I 6-AUq I Ik ~
03-333 13124 n I Flvra IAvista Utilities I PP I 19-Av-g I I k I
03-335 I4036 s I Foresf Meadmws ISpocowd#3 I wtr ~ 6-Aug I I
03-335 114115 e IForker lAvista Utilities I wtr ~ 10-Juk~ 4k
~.03-336 11107 s I Girard IVista Const iswr ~ 23-May Icl I[O/4,3 I ~
03-337 Izaa s I Girard lavista Utilities Ipp I31-nr+arl { I
03-338 1300s ;Girard IAvista Utilities Ipp I 2$-AArI I I
03-339 130047 n ~ Girard I qwest Icbl I 2-Junl
03-340 18221 e ~Giass aaisca Utilities Iqas I 7-Aug I I k I
03-341 1511 n FGienn z-Besc const iswr ~ 30-Mayl 811412003
03-342 1592 n IGlenn 9TLC Canst isrvr ~ 14-Apr 811412003
03-343 J520 n IGlenn I TLC Const Iswr I 14-Apr 8114f20031 I
03-344 118811 e IGrace ICvmcast Ichf I 16-Aqrl I
1 ~7
~
03-345 2014 n ~Grady Condran Const Idw I 15-MaYI I ~
03-346 1720 rr ~ Greenacres Qvvest IcbE I 12-Jun j I k
03-347 1018 s ~ HeeaEd Avista lltilihes Igas 9-Apri I ~
43-348 11305 n ~ Herald ~ Vietzke Excavatinq I < r,i s(, 3-Jul l qfl 1/'03 Ik ~
03-349 11721 n ~ Herald E Narm"s Exr„avatmg a swr I 20-Jun Icf [iilp3 9 I
03-350 12325s • I Herald lAvista Utilities 1pp I 31-Marl I ~
03-351 116810 e I Heroy I D. Courchaine Const Iswr ~ 17-Jun 8120I2003 1
03-352 14608s I High bflvvdish Ct lAcme ExcavatiQn ~swr ~ 13-Aug 8J1812003 1 k
(]3-353 111265 j Highland I Nocm's Excavatmg IswP I 1Q-Jul l 8I2012003 C k
03-354 14110S IHOIIoW jAVISta UtIIltlBS le18C I 6-IelUq I 1
03-355 J3200 5 I Hwy 27 lAvFsta utiiities Igas I 16-JulI Ik I
03-356 116908 e !Indiana lAvfsta utilities I -gas I 30-Apr 1
03-357 @vista I Jackson awest I cbl I 13-Aug I k
03-358 724 s I Jerstad Kirkland, J.S. { dw I B-Junl 1
03-359 17325 I Jerstad IJ.s. Kirk~and Iaw 16-Jun p I I
03-360 1302. s Kahuna Mr Rooter . . . : svur . , 377144~ o K I I
03-361 1408 s IKahuna 5po Ca Wd #3 lvutr I 16-Mayl 1 1
03-362 @wvnaruff lK►,ox qwest cbl I 13-Aug I I ~
03-363 1510s I Karen ISPOCOWD3 wtr I 15-Jun I ! 1
03-364 111823 e ILenora ~SPC}CC?WD3 lwcr I 28-Apr6 4f% Ip3 i I
03-365 111914 e I Lenora IZ-BSSt CUI15tfUCtlUn Iswr I 8-Ju1 I 9(,2l03 I k
03-365 11024 n ILvcust IH&R Cflmplete Inc swr k 1-Jull 819412003
03-368 11404 n ILocust IGourchaine Canstruction swr 22-Jul l 811412003 dir6 on pavement
03-369 11423 n lLvcust IZ-Best Corrst Iswr 23-Mayl 8f1412003 1 1
03-370 1510 n ILvcust 1 NorrrA's Excavatmg swr I 12-Jun l 8114l2003 1 1
03-371 419 n ILacust I Norm's Excaaatinq swr I 8-Jul l 811412003 r k I
03-373 {5A6 n ILocust I ❑ Courchaine Const Iswr I 3-Jun 0 811412003 pavement damage
03-374 1618 n ILocust f[] GQUrchains Cvnst jswr I 3-Jun 1 811412003 J-
03-375 1620 r, jLocusc I Narm"s Excavating Iswr I 12-nnay 1 $114/2003I ~
03-375 I10Q2 n IMacArthur IZ-Best Constructqon swr I 15-Aug ICI/ n''o3 I k I
[}3-377 114302 e I Main I - dvv I 11-JuIlNB' I k id&WXami#
03-378 114306 e IMain IViking Gvnst ldw 7-May 8f14l2003 ~
03-379 114314 e I Main IVfking Const Idw T-May 8114I2003 ~
03-380 114318 e I Main IVEkietq Cvnst Idw I 7-nnay 1 8r14i2003I 1
03-381 14324 e I Main iViking Const Idw 7-May1 511412003j ~
03-382 14404 e pMain IViking Cnnst Idw 7-May1 8/14/20031 I
03-383 114408 e IMa,n IVikinq const Idw q 7-Mayl 811412003I I
7
r~
03-384 116521 e IMain IA!I TerraEn Exc dw I 23-Mayl ~
03-385 117220 e ~Main -~Avista 4Jtikities pP I 5-,lunj
03-386 1601 s ~ Main I Reel CabEe I cbl I 14=Mayl ~
03-387 15523 e I Main I Avista UtiEities I anch I 28-Aprl {
03-388 16400 e ~ Mallon I Qwest 1 cbl I 1 D-Jun l 1 1
03-389 16500 e Malion I Qwest 160d 30-MaYl 1 1
03-39(] 12000 e Mansfieid IGonner IcbI 1 2-Mayl 1 1
03-391 8510 e Mansfield IZ-Best Canst Iswr I 28-Aprl Ct l[f &S I ~
03-392 8607 e I Mansfield ISpocovsrd#3 tvutr I 27-Augl - Ik ~
03-393 $sos e I Mansfield ISpacowd#3 lwtr I 27-aug' I k I
03-394 91308 n I Marquerite I Norm's Excavating I swr ~ 20-Jun I Ij I3Ia3 1 I
03-395 407 n ~ Marguerite I Hutchinson Irr Dist #15 1 vvtr ~ 14-May
03-396 505 n I Marguerite I Dwest Icbl I 6-Rug ~
03-397 1525 n I Marguerite I Fiutchinson Irr Dist #1 F, lwkr I 12-Mayf I
03-398 11900$ e ~ Marsin I Camcast I Cbl I 15-AprI I 1
03-399 111721 e {Vlaxwell I Avista Lltilities gas I 23-MaY I I
03-400 E5240 n Maynew I7rentwoad Irrigation wtc I 10-Jui p Ik ~ f~a 7c~
03-401 5207 n I Maynew ~Holecex dw ~1 5-Mav N I I
03-402 1613 s IMcCabe Vera Water and Power Iw#r 4 3-Jul k ~
03-403 1702 n IMcCabe Vera water Iwtr I30-Mav I
034104 11215 n S McDonald IJewell Exc Iswr I 14-APrI 1 ~
03-405 1203 n McDonald lAWista Utiiities --Cgas I 19-Junj { ~
03-406 1303s McDonald I Shane Andersan pcvnst I 1 a-Jul I 1 k I
03-407 1303 s I McDonald ~ 5hane Anderson dw I 11-Jul l 8i21i2003 1 k 1
03-408 13420 s I McDonald LexingYon HQines dw 2-Apri 612712403 1 1
03-410 13502s I McDonald scr,mFtz Const law 22-May7 ! I
03411 13508s I McDonald scnmitz const law 14-Mayl I I
03-412 13603s IMercy ISpocowd#3 Iwtr 8-Ju41 ~y fi/oj k I
03-413 13506 s I Mercy ~5poccrwd#3 I wtr 1 8-Jull T/z/v3 k I
03-016 136(]7 s I Mercy I5pocowd#3 I wtr I $-JulI 4/z f0.3 1 k ~
03-417 I3611 s IMercy Ispocowd#3 I wtr I _$-Jui i.~ Ik I
43-418 13E12s I Mercy ISpocawd#3 I wtr I B-JuII 4I91ro.3 1 k 1
03-419 13715s IMercv lawe5t Icbi r 10-Juil qfi1a 3 Ik I
03-420 119017 e ~ MichEelli CCendron Const Idw 1 21 -May 1 $12112003' 1
03-42 1 110110 e ~ Missian 6 Norm's Excavating Iswr I 28-Aprl 811912003 I I
03-422 1102(39 e ~ M65Si(]n ~ Narm's Excavating g swr I 28-Aprl 8119i20031 f
03-423 110605 e IMission IModern Electric lwtr I 28-Aprl afZ71'd,3 I I
I q
137
[]3424 11015 e I M1551011 I Gourc'haine Ganstructivn I swr I 18-Aug I4/f 1/L13 I k ~ 03425 11 f -7 ~ i~ I nnission I Vietzke Exc sWr I 23-Jun i 8/19120031 p
03-426 111717 e IMission luietzke Exc Swr I 23-JunI 811 si2Qa3I 4
03-427 111718 e IMission IZ-6e5t CarlstruCtion I swr I 15-Au9l 4/``j(?3 I k ~
03-428 112814 e IMission lAvista Utilrties IRp ~ 5-MaYI ~ L
03429 114300 e 1 Mission I Glwest I cbl ~ 12-MaY E
03430 114300 e lMiss[on Canner Icbl ~ 16-MaY I I
03431 115470 n ~ Mission MQdecn ElectnG 4 PP ~ 30-MaY
03-432 115019 e ~ Mission Vera Water and Fnwer lwtr ~ 2-5ep I I k ~
03-433 15019 e I Mission I'Vera Water and Pawer `wtr ~ 2-SeP I I k ~
03434 15207 e Mission IVera Water and F'ower lwtr I 2-SePI Ik I
03435 115315 e Mission { Vera Wa#er and Pawer Icbl ~ 22-Jul 1 811 812pa3 1 k ~
03-435 115329 ,e I Mission I Vera Water and 'Power lwtr 2-5ep I I k ~
03437 118519 e Mission lAvista Utilities Igas I 5-Aug I I k I
03e438 16700 e Mission ~Reel Cabl6 ~cbk ~ 12-Mayl
03-439 17400 e I Mission lAvista Utilities Ipp 18-,lun~ ~ ~
03-440 1$518 e I Mission IZ-8est Const swr 1O-Jun { 811912(3{13 ~
03-341 18602 e IIV'lissian IZ-Best ConstruGtron swr ' 16-.9u11 8l1912003 k ~
~ 03-442 111016 e I Mantgvmery IAvFSta fJtilities I gas { 30-Aprl 1 I
-t03-443 111401 e ' MontgQmery I awest I cbl I 7-Aug I I k I
.a-03-444 19919 e I Montgamery IVie4zke Exc I swr 4 10-Jun 4cV1 ~/ps~ 1
--%,03-445 1523 n lMulEen IZ-Best Gonst Iswr t 28-,Apr ` C
03-445 116611 ~ I Nixon I Bye, Arthur It!w P 12-MaY
03-447 110014 e kNora I Norm's Exr,avatsng I swr I 2-Jun 811412003 1 ~
03-448 10015 e NQra 1 Norm's Excavatang I swr ~ 2-Jun 8114120031 k ~
03-449 10021 e Nora J Ngrrn's Excavating pswr I 2-Jun I 8114120031 I
03-450 110711 e Nora I Nvrm's Excavating ~ swr I 20-Jun l 8114120031 I
03-451 10121 e I Nara I Norm"s Excavating swr I 2-Junj 8194120031 ~
03452 11722 e I Nora I Noern"s Excavatinq swr I 6-Jun l 8/7-'7/03 1 ~
03453 19520 e I Nora ICourchaine Ganstruction I swr I 17-Jul lr•eyis#4g/'2.7,Kv ~
03454 19603 e I Nora I D. Courchaine Const I swr I 2-Apr 6127J2003
03455 19710 e ~Nora G[3 Caurchaine Ccanst I swr I 25-,Apr 8114120(]3 1
03456 19721 e ~ Nora F 4Vcrrm's Excavatinq ~ swr ~ 2-Apr 6127f20(}3
03457 11426 n ~ Oberlin I Vis#a Const ~ swr ~ 5-Jun ~ 9/10fo3 ~
03-458 112404 e ~ 4Jlive ~ H85 Cnnstruction I wtr I 27-Aug l k ~
03-459 114104 e jC?lympic I D&K Cancrete Idw I 30-Jun l
03460 19003s IPark _ ITab DouqhertY I 2-Apr
.
~2
03-461 liaoa s I Park _ I DCaurchaine Const Iswr I 22-May 1 8r12/20031 I
03462 11116 s I Park I D Caurchaine CQnst I swr I 22-May 1 811212003 1 l
03463 1510 s I Park I Norm's Excavating I swr I 9-AprE 811 212003I . I
--.%,,03-464 I~s IPark I lVorm's Excavating --I swr I 6-Auq I 9I'lo/63 I k I
03e465 1818s 1 Vark lQvuest I cbl 1 10-Jull ` ~k I .
_qw 03-485 1819,9 1 Park ~ Martn's Excavatirag I swr j 6-Aug I `t /10 jra3 ~ k 1
03467 1823 s Park ~ D Gourchame Cvnst I swr ~ 22-May 1 811212003 ~ shnulder grade
03-468 1917s Park D. Cvurehaine Cons# I swr I 30-May { 811212003 1 1
-*-03469 1918s ~Park All Tercain Exc
I lswr ` 28-Aprl cV_jola31 I
03470 - 11311 s ~ Perrine I Momestead CvnsC I dw i 4-Jurr j 1 I
03-471 11321 s ~ Perrine I Momestead Canst. Idw ~ 9-Jul l ~ k 1
03-472 11200s I Pierce _IAVista UtElities I gas ~ 30-Aprl I
03A73 1610 n 1 Pierce I Modern Elecfrae Water Cv la+►tr ~ 'N O-Juf 1 8l14120031 k 1
03-474 12708s lPvnes IAcme Exc fswr I 14-Aprl 612712003 1
03-475 12720s 1 Pines IZ-6es8 Cans# f swr I 2-Jun j 612712003 1
0347E 12903 s E Pines IMr Rooter I swr I 8-Jul I I k 1
03-477 1800 n E Pines IModern EIectric f pp I 30-Mayl 6l27120031 I
03-478 1904 n ~Pines --~Modern Electric lwtr I 31-Marl 8!11120031 ---1
03-479 11223:e pvnderosa Aome Exc; iuur ' 37713 C~ k 9
03-sce151 111415 e IPonderQSa Z-Best Const Iswr 31-Mar 612712003 ~
03-scc152 cgLackwood I Portland ~Red ❑iamond Const 1 vvtr 7tilul I ~
03-scc87 1600s lPraqress I Qwest Icbl I 27-May - ~ j
RC] 03-001 113805 e I Riverside Avista Utilities Igas ~ 5-May
RD 03-002 118925 e IRiverwalk Gandran Const Idv+r 1 I-,uil 8121120031 I
RD 03-003 119220 e ~ Riverwafk I Condroro Constructran Idw I 9-Jul l 8I2112003 1 I
RO 03-004 11114 n audoif I D. caurcr,aine Const Iswr 1 za-Jun I`tI-/0,31 I
RD 03-005 I 1224 n 5arqent ~ H&5 Construction I swr I 2-5ep ICLIf o~o3 ~ ~c
RO 03-D~E 11615 n ~ 5argent I Narm's Excavatir~g I swr J 27-May 1 81121 003 1
RO 03-007 11622 n I Sargent f Norm's Excavating I swr I 27-May I 8112120031
Ft0 03-008 11702 n 5argent Norm's Excavatinq Iswr I 2 r-May 1 811 212fl031 1
R8 03-009 19 9019 e Shannon ~ Condron CQnst Idw I 22-May 1 8I2112003 1
F2C7 03-01 LJ 119023 e I5hannon ICondron Construction dw 1 11-Jui 1 812112003 1 k
RO 03-01117919 e lShannon I D. Courchaine Const swr I 24-Jun l 8112I2003 1 I
Rv 03-012 18007 e IShannon I Spacowd#3 wtr I 27-Aug I Ik I
Ra 03-f~13 I8fi+~2 e I Sharp -I D. Courchaine Const swr d 14-May` 8112120031 1
Rv 03-014 IssaB e ISharp IZ-eest C❑nst swr 10-Juni 8112/2003I I
RO 03-0151309 s IShelley Lake ICIiff Schmitz dva 1 8-JunI I -I
!3
RO 03-016 18516 e Sinto IZ-Best Construction Iswr I 11-Ju1 ~ $/(21/p3 Ik I
RO 03-017 18517 e ~ Sinto I Norm's Excavating I swr ~ 6-Jun ~ 8/12/2003 1 ~
RO 03-018 18911 e ISinto IHarding Exc Iswr I 1-Aprl 6/27/20031 I
RO 03-019 19002 e Sinto IGiddings Const Iswr ~ 13-May 8/12/20031 ~
RO 03-02019506 e Sinto 1H&R Complete lnc Iswr ~ 30-Jun 8/12/20031 ~
RO 03-021 11912 n I Sipple I Acme Exc 1 swr ~ 31-Marl I ' .
RO 03-022 11424 s iSkipworth I Model Irrig Iwtr I 28-Aprl 12/o',S 1 ~
RO 03-023 1151Q s I Skipworth I Bailey Const I swr { 27-May l 9111./a3 I ~
--.,-RO 03-024 1421 n_ ISkipworth ID. Courchaine Const Iswr I 19-Juni 9/1~-i/a3 I ~
RO 03-025 14615 s ISkipworth IVista Const Iswr. _ I 23-Aprl 8I13I20031 I
RO 03-026 14708 s ISkipworth IVista Const Iswr I 25-Aprl 8/13/20031 I
RO 03-027 14717 s ISkipworth IVista Const Iswr I 25-Aprl 8/13/20031 I
RO 03-0281511 n ISkipworth INorm's Excavating I swr I 27-Mayl qV( 2/03 1 I
R003-029 11111 s fSkyline IGiddings Const Iswr I 18-Junj 8/19/20031 I
RO 03-030 11207 s ISkyline {Giddings Const Iswr ~ 2-Junj I
` RO 03-031 11216 s ISkyhne IGiddings Const Iswr { 31-Mar) 8/11120031 1
RO 03-032 ~ 12112g I Skyview I Norm's Excavating I swr ~ 15-Aug I Q/t bJ03 I k I
RO 03-033 18211 e ISouth Riverway I Idw I 11-Jull ` Ik I
RO 03-034 I@Evergreen ISprague Iowest Icbl l 19-Augl I k (
RO 03-035 112000 e ISprague ISpokane Ditch & Cable Icbl ~ 14-Mayl I ~
RO 03-036 119818 e ISprague ID. Courchame Const Iswr I 28-Aprl 8/13/2003 1 Contractor Address
RO 03-037 119818 e f Sprague I D. Courchaine Const Iswr I 26-Jun I 8/13/2003 1 Contractor Addre$s
-~.RO 03-038 119818 e 1Sprague D. Courchaine Const. Iswr I 2-Sepl IC;v-►krde•4ov HJVK-1tL~
RO 03-039 119818 e ISprague D. Courchaine Const Iswr I 13-Mayl 8113120031 contractor address
RO 03-040 16711 e ISprague IAvista Utilities Igas I 13-AugI I
RO 03-041 I10401 e ISpringfield INorthside Excavating I I 1-Jutl I
RO 03-042 111404 e I Springfield ~ Norm's Excavating lswr I 2-Aprl 612712003 1 1
RO 03-043 112905 e ISpringfield ~Modern Electric Iwtr I 28-APrI I I
RO 03-044 112905 e ISpringfield IAvista Utilities Igas I 2-JunI
RO 03-045 I 1021 n I Stout I D. Courchaine Const I swr I 14-Mayl I I
RO 03-046 1 @8th I Sullivan I EMAN I cbl I 30-Jun l . I I
RO 03-047 11816 s I Sullivan I Qwest I cbl I 12-J un j 6/27/2003 1 I
RO 03-048 12714 s ISullivan ISpokane Ditch & Cab1e Icbl I 9-Mayl 6127120031 I
RO 03-049 14120 s ISull+van IAvista Utilities Igas I 28-Aprl 6/27120031
RO 03-050 14400 n ISullivan lQwest Icbl I 4-Aprl 6/27/20031 ,
RO 03-051 14403 n ISullivan IQwest Icbl ~ 28-Aprl 6/27120031
RO 03-052 11216 n ISunderland ITLC Const Ird I 9-Apr. •
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RO 03-~]5fi -931_a-=-~;~~,5~r,~;i-- 's;,5under'landE!~ -,Acme=~xca►rati~in, - ==-=sr~~r,,,L,,h~ i ~ ~,,,,o ~,r~ 27=~Ru~ _4' ~--k=--°=~r~ o
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Washingtnn State ~
Eastern Reginn
aepartment of Yransportation 2714 N Mayrair street
Douglas B. Macaonald Spakane, WA 99207-2090
5ecreiary of Transpflrtation
509-324-6OQD
Fax 509-$24-6005
TfY 1-80p-833-5388
www.wadoY wa goV
April 26, 2005
Ms. Amanda Taim'v ° .
City of Liberty Lake ,
22710 E. Country Vista Bivd.
Liberiy Lake, WA 99019
- Re: Rivererassing PUD 3rd Addifiion (PE-1914-42IPUDE4-02)} -
Dear Ms. Tai.ruo;
Thanlc you far the opportunity tv reView the abQve requested fina.l plat. Sased an the plat
submitted, this 3rd Additian will add 175 lots to this p1at bringing the total number of
platted lots to 333. As required in the conditians of appraval placed on this preliminary
plat, a sigrial waarrrant analysis will nee.d tv be conducted for the intersection af
HarvardlMission priQr tQ the finalization of the 1[I0th' 199", 298th, 397", and 496t' Iot.
. We ask that•-fhis needed analysis be canducted iay the applicant's engineer fvr WSDOT
review. This analysis shauld also be cvordirated with the City of Spokane Valley, as they
have a similar cnndition for the BazkerlMission intersection.
Ifyvu shauld have any questivns or rAncerras an this matter please do not hesitate to
contact me at 324-6199.
,
Sincerely, '
. ~
Crreg Figg
Transportatian Plaruzer cc: Jason Wheatan, Greenstone Carp. - -
Inga Nate, City, af Spokane Valley . . . , , . .
Project F ile
; -i
~ I
~
; i
~ TRAFFI+C IMPAGT ANALYSIS
ltiver Crvssing PT_TD
, Spokane County, WashangtQn
Decembet 13, 20a2
i
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TRAFF1C IMP►4►CT ANr4L'1rS15
~ .
RiVer Grossing PUD
~ Spakane Caunty, Washington
December 13, 2Q02
W.O. Na. 502041L1
, Prepared by:
GLC Assocrates, lnc,
West 707 SeVenfh Avenue, Surfe 200
Spvkane, W.4 99204
- (509)458-6840
~This report has been prepared by the staff af GLC Assaciates, Inc. incfuding Craig A.
; MacPhee, E!T under the directian of the undersrgned profess9onal enginee r whase seal
' - and signature appears hereon.
' 25462
~ EMRFES 9/24I
Todd R. Whipp9 , P.E. '
,
TABLE OF CDNTENTS
~
~
' FXECUTlVF SUMMRRY
~
1NTROD[.1CTlDN -3
~ i Introductrvn, F'urpose of Report and Study Area 3
Site Locatron and Develapment Description 3
' ,EXfSTING G[]NDITlONS . 7
~
Fxrstrng Condifions Wifhin Sfudy Area 7
g
Larad Use 8 Zanin
Exrstirrg Roadways................................................... ..................................7
1VlissrQn Avenue 7
Barker Road ..................-------...._.............................--------.................7
~
_ 7
Na►vard Road
lrtdiana Avenue ................................................................................7
Aladclin Rvenue ...............................................................................8
Study Area lntersecfrons 8
Traffic CanfroJ and Descrr'pttons 8
' Barkerl Missivn .....................................•--------......................8
~
8arker/ Jndiana
Aladdirr iMissian 9
Na►vardlMrssran 5
Traffic Vplumes and Peak Haurs of Operafion ...........................................9
Planned Publrc lrnprovemenfs ....................................................................9
~ Public lnvolvemenf ........................................•............................................9
LEVEL DF SFRVFCE .....................................................................................................1 I
' Sigr►alized Intersectrans • .17
;
- [Jnsignalized lntersecfians ..................................................................................17
~ EXISTING LEVEC OF SERVlCE AND TRAFFfC ANALYSIS 93
AMBIFNT TRAFFIG GROWTN 96
~
TRlP GEIIIrERAT1alV' AND Dl5TR1B [.JT1ON 19
Trip Generatron Characteristres fnr the Praposed Project 99
~
Trip Drsfrtbutran Characferr'stics for the Prvpased Project 19
FUTUR,E YEAR TRAFFIC lMPACTANALY5IS ............................................................23
~
~ Year 20 10 without fhe Project 23
Year 2090 with fhe Project 27
3❑
~ CONCLUSIONS
- , RFCC}MMEIVDRTlC1NS ..................................................................................••-----•--.._._.31
i
' i
LIST OF FIGURES
' Figure 7 - Vicinify MaR
~ . ....-------...5
Figure 2 - Site Map
Figure 3-Exisfing AM Peak Hour Traffic Volumes..... 94
~
Figure 4- Fxisfing PM Peak Haur Traffic Volumcs 15
- Figure 5- Baekgrocrnd Prpjecfs AM Peak Hvur Traffrc Vvfumes 17
Figure 6 - Backgraund Prajec#s PM Peak Hour Traffic VvJumes 78
, Figure 7- General Trip Drsfribution fnr fhe Site 20
Figure S-- AM Peak Hour Trips fvlfrom the Srfe 29
, Figure 9- PM Peak Nour Trips tvlfrom the Stte........
~ Figure 10 - Year 20 10 AM Peak Ffvur Traffic Volumes wrthvuf fhe Prvjecf 25
Figure 17 - Y'ear 20 10 PM P'eak Hvur Traffie Vvlurnes withouf fhe Prv}ecf 26
, Figure 12 - Year 20 10 AM Peak Naur Traffic Volumes uvrth fhe F'rojecf .......................28
Figure 13 - Year 20 90 F'M Peak Naur Traffic Volurnes with fhe Project 29
LIST vF TABLES
Table 9- Existing Intersec#iarrs Levels af Servrce 93
Table 2- Pr`oposed Apart,menf Trip Generafian Rates and lfolumes............................. 79
Table 3- Year 2010 Levels oi Servrce Withvut the Arvject 23
Tah1e 4- Year 2I770 Levefs crf Servrce 'U1Vith the F°rajecf 27
- TECFiNICAL APPENaIX
Level af 5ervice Mefhvds, Crr#erra arrd Tables
- Backgrvund Traffic lnfarmafion
_ I4aw Traffic Counts
Leve1 oi Senvice Calculafrans for Extsttng Condifr'orrs
Levef Qf Servrce Calculations for Future CandifrQns vvithQUt #he Projecf
Level of Senvrce CalculafiQns fvr Future Cond"ifions with the Project
I
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' - ExFCurrvF suMMaRr
Supplementak to a prvpvsed develapment of a 497-lot residential subdivision, the following
~ traffic docurnentation of traffic arralysis applies:
1 . 5pvkane County and tfne Washington State Department af Transportation have
established level o# service ❑ as #he minimum acceptable ievel of service at
signalized infersections and PeVel vf service E at unsignalized intersections within
i the study area.
2. The si#e is presently zaned uR-3.5 and is appropriate far the praposed project. A
; Plan EJnit Develapment (PUD) overlay is planned to faciFitate the prop4sal.
3. The development as shawn on the site plan is expected ta genera#e 373 trips during
the RM peak hour. C3f these,93 will en#er and 280 will exit the site. ❑uring the PM
peak hQUr, appraximateiy 502 trips are anticipated, 321 entering and 181 exiting the
site. The expected average daily traffic (ADT) voFume generated by this site is
~ 5,795 trips, with half entering and haff exiting.
; 4. This sfudy facuses ❑n the PM peak hour eonditEons. Hovwever, the intersection of
Barker 1 Missian will be analyzed for AM peak hvur condqtions tov.
5. The si#e is accessed from Missian via an o n-site roadway tv be named later and via
Aladdin Road. The site is alsa accesseef frvm Ind9ana Avenue tv the west, which
cflnnects to Barker Road. It is anticipated that the unnamed roadway will be ihe
primary access point for the site.
6. AIl of the intersectieans in the study area, namely 8arker 1 Mission, Barker 1 Indiana,
Aladdin 1 Missian, and Harvard 1 Mission are presently functioning at acceptable
levels of seruice.
7. The intersec#icans a# Aladdin 1 Mission and B arker f Indiana continue ta funetion at
acceptaEale levels af service far all scenariQS analyzed in this study.
8. T h e intersection af B arker 0 Mission will fall to LO5 F by the year 2010 regardless of
whether the proposed project moves farward or not. This intersection has been
cvnditioned #or signa9ization when signaE warrants are met_ lt is anticipated that
' warrants will be met witFrFn fhe next three to faur years. A proportionate share vf the
- cast for instailing this signal should be provided by this project. At this time, we
have calculated this share at 14.8°10.
- 9. The intersection Qf Harvard I Mission wilC falf tv LQS Fby the year 2010 with the
additianal traffic anticipated from the River Crassing PUd project. This intersection
CLG Associates 1 Rrver Crossing PLIQ
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- has alsa been cvnditioned fvr signalization when vuarrants are met by WSDOT. It is
anticipated that th6s intersection will meet warrants within the next eight to ten years.
A prvportiQnate share tor the cast fvr instaliing a signa9 at this intersectivn shauld
be provided by this praject. This share has been ca1culated at 'k' D°IO.
~ 10. Zhe proposed project will have one an-srte raadway that will connect to Mission
- ►4Venue. This roadway is referred to as `Raadway A' in this report. Fraratage
imprvvements are recvmrnended ❑n Mission Arrenue as applicable.
~~c.1u~i~.~ ~'o~~~+~i~da~► ~ ~~u ~e~.~
; `°Q►
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CLC Assocrates 2 Rrver Crossing PUD
~
i . INTRODUCTION
Infroduction, Purpose of Report and Study Area
- This traffic impact analysis is required by Spokane County and the Washington State
- Department of Transportation (WSDOT) as part of the SEPA process for a proposed 497-
lot residential development. The proposed project is located on the north side of Mission
Avenue between Barker Road and Harvard Road. Figure 1 is a vicinity map of the
surrounding area. Figure 2 is a preliminary site plan.
The purpose of this analysis is to review, assess and identify potential traffic related
impacts that this proposal may have on the transportation system and where possible
minimize these impacts. This TIA will be completed in accordance with the current traffic
guidelines from Spokane County, the Washington State Department of Transportation, and
the Institute of Transportation Engineers (A Recommended Practice - Traffic Access and
' Impact Studies for Site Development, 1991).
The project study area for this Traffic Impact Analysis was determined through
conversations with the Spokane County, the WSDOT, and the public scoping meeting to
include the intersections of:
• Barker Road & Mission Avenue
• Barker Road & Indiana Avenue
• Aladdin Road & Mission Avenue
• Harvard Road & Mission Avenue
• On-site Roadway & Mission Avenue (when developed)
- The study will focus on the characteristics of these intersections. These intersections will
be examined under existing conditions and as anticipated in the future, both with and
without the project. The intersection of Mission and the site roadway will only be analyzed
under future conditions with the project, as it does not currently exist.
' Site Location and Development Description
The 142-acre site is currently vacant. The site is bounded by Mission Avenue to the south,
the Spokane River to the north, an overhead power line and vacant land to the east, and
the Riverwalk and River Crossing 1 St residential developments to the west. Much of the land along the both sides of Mission Avenue in the vicinity of the site has developed into
housing developments. Several approved residential projects are in the process of being
constructed (River Crossing 1 S` and Mission Meadows). Land to the east on both sides of
Mission is vacant and is zoned residential. Near Harvard Road, the land is zoned
commercial and industrial. It is a mix of developed and undeveloped parcels.
The major access point for the proposed project is via a proposed roadway to Mission
CLC Associates 3 River Crossing PUD
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Avenue, see the site plara an Figure 2 fvr lacation. Indiana Avenus and Aladdin Raad will
a[sa provide access ta the site. 6ased on distributinn and the potentia1 phasing af the
praject, it is anticipated that the site raadway will receive the most usage.
il
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CLC Rssvcrafes 4 Rrver Crossrng PUD
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i I
i EXlSTING CONDJTlONS
Exrs#ing Conditians Within Study Area
Land Use & Zoning
~ At the present time, the 142-acre site is vacant. A pvrfion of the site barders Mission
Avenue on the southern boundary. The remainder of the site is bordered by existing
- srngle-family residen#ial uses and Vacant land. The site is presently zoned U R-3 5(Urban
, Residential - 3.5 units per acre). A Pfan ned U nit Deve{o pment (PUD) averlay bs praposed
to facifitate the proposed develvpment. The existing zaning artd proposed PliD overlay will
I be appropriate for the proposed project.
Exisfing Roadways
The aveeall transpvrtation netwark in this area cansists of #wo northlsouth principal
arterials, Han+ard Road and Barker Raad, and one eastlwest arterial, Mission Avenue.
' lnterstate 90 is a major east-west freeway that serves as a majvr ctimmuter route to
downtown 5pokane, tFae SpvCcane Valkey, and the Caeur d'Alene area. Nearby
interchanges tv I-90 are at Barker Rvad and Harvard Road, the clasest ta the site being
Barker.
i
Missrnn Avenue is a twv lane, east-west arterial that seives primarify residentiaf uses from
' Flvra tv the prQject site near Aladdin. Near Harvard Rvad, Missian becames cammereial in
- nature and transitions to afive-lane roadway. A haff mile pQrtion of 4t was nvt paved until
this past summer and was used less between the Aladdin and Harvard than it is nvw. ft is
' posfed at 35 mph within the study area.
i
Barker,Raad is a twa Iane, nvrth-svuth arteriaE 4hat se'ves a large residential area nvrth
and south of I-90. An interchange with 1-90 is Iocated approximately vne half mile suuth of
- `Barker. Barker is one of few rvadways that cross fhe Spvkane RiVer in ths area, and it
extends to Trent as an arterial. Svme retail uses exist near 1-90. A secand northbound
' lane extends frvm E3arKer to Indiana. This lane essentially hecQmes a right turn lane at
- endiana. Barker is posted at 35 mph with a 2[] mph schoal zone just south of Mission.
, Narrrarcf Road is a north-south arterial with a varying number of lanes in the study area. It
peovides access to mQSt of Liberty Lake and same of Qtis Orchards. et toa is ane of few
- rvadways that cross the 5poicane River in the general aicinity. Narth of Missivn, it is a
recsntly cQnstructed #ive-lane facility. At its averpass of I-90, it is a two-lane raadway. At
- its [ntersectivn with Appleway, it is a five-lane roadway. Withira the study area, Hantard is
posted at 35 mph.
- Indiana Avenue is a twa lane, east-west neighbarhvad coflector serving residential uses
~ exclusivefy. Within the study area, it begins at Barker and extends through the Riverwalk
~
, CLC Associafes 7 River Crossrng P[1D
i'
subdivisian and currently ends near Hadges Lane. The River Crassing 15t prvject wi11
extend it anather 320' to the River Crassing PLJD baundary. Indiana is pvsted at 25 mph
within the study area.
- Aladdin Raad is a two-lane, north-svuth lacal access road. It extends south from Missivn
a cauple of blocks and dead ends. It serves several mobife hvme 1 manufactured hQme
~ reside nces south of Missian Aven ue. ps part of the River C rossing 1 5` praject, Al addin will
be extended north of Mission to Indiana Avenue. The proposed RiVer Crossing PU❑
praject wil1 have access to Aladdin through the River Grossing 1 St develapment. Aladdin is
pasted at 25 mph within the study area.
5tudy Area fnters€c#rans
Project study area intersections were identified thraugh a neighbarhvad traffic scvpEng
~ rneetirrg and discussivns with 5pokane•Caunty and the Washingtan State Department of
' Transpvrtation personnel. A summary of the scaping rneeting is included far reference,
see public invofvement. The study encampasses five infieESections.
' • Barker Road & Missian Avenue
+ Baker Road & Indiana Avenue
• Aladdin Raad & Mission Avenue
• Harvard Rvad & Mission Avenue
■ Site Rvadway R& Mission AVenue (when develvped)
These infersections have been analyzed for levef of service (LDS) for the weekday PM
, peak hour and fcarm the basis of this document. The intersection of Barkerl Mission Fras
alsv been analyzed for the weekday AM peak hour_ The site access was analyzed for _
future canditians vnly as it does nvt curren#ly exist.
~ Trafric Contral and Descriptlans
~
~ All vf intersections within the study ar+ea are unsignalized wEth stop control.
Barker I Mrssivn is an unsignaiized, stvp contro[led intersection with Missivn pvenue
stopping far traf#ic ❑n Sarker. Barker Road is a two-lane roadway nn the south Ceg and a
threa-lane rQadway on the nvrth leg. 7hs narth !eg has ane s❑uthbound lane and twv
northhvurrd lanes. Mission Avenue is a two-lane roadway at the intersectian.
Barkerllndiana is an unsignafized, stap cvntrQlled "tee" intersection with Endiana Avenue
stvpping far traffic vn Sarker. Barker Raad has three lanes nn the nvrthbound appraach
and twa lanes an the svuthbvund appraach. The northhound apprvach has one thraugh
lane and vne right turn lane. lndiana farms the westhound approach tv the intersection
and has #wa fanes, on in each directian.
, GLC ASSDCIatES 8 Rrver Crossing PUD
i
~ i
Aladdr'n I Mission is an unsignalized, s#op controlled "tee" intersectian witEr traffic ran
Aladdin stopping fvr traffic an Missfvn. Mission and Aladdin are bath fwa-Iane roadways at
#he intersection. Riwer Crossing 15t will deaefap a faurth Ieg to the intersectrnn.
~I
I
- Harvard IMissr"an is an unsignal'tzed, stop controlled intefsection with traffic on Missio n
, i and the I-90 westbound otF ramp stopping for #raffic on Harvard. At fhe entersection, the
~ westbound off ramp farm s th e rwestbound ap prvach and has three larres; ane Ceft turn iane
and twv through lanes. Right tums are made from the autside through lane. Mission
Avenue forms the eastbound approach and has four lanes; one leftturn lane, one right turn
I, larae and two receiving lanes. The right turn lane has some raised concrete channe9iza#ion.
The sauthb❑und ap,proach an Harvard has four lanes, #wv thrvugh fanes and tvvv receaving
; Canes, Left turns are nof perrrtitted from this approach. The curb-side lane becomes a rEght
~ tucn iane far the westbound I-90 on ramp a few hundred feet beyvnd Missiorr. The
narthbaund approach on Harvard is four lanes; mne left turn lane, one tlaraugh lane, and
- twa recei►ring lanes. Right turns frQm the nQrthbaund apprvach are not permitted.
Traffic Yvlurnes and ,Peak Hours of (],perafian
Traffic counts were colfected at these intersections during November 2002 urtder the
direction vf CLC Associates, lnc. The pea k hours fram these counts are shown vn Figu res
3 and 4. The raw data for these caunts are shown in the technicaV appendix.
• SEnce the weekday PM pea k hour h a s heen identified as the time pe riod whe n the grea#est
traffic demands are placed an the surrourading transpvr#ation system, this will be the time
periods utifized by thFS sfiudy for analyzing the proposed actian. The AN'I pealc haur vuas
analyzed farthe in#ersectivn of Barker J Mission since it is anticipated that more westbaund
left turns wil6 be added from this praject than during the PNC peak.
Public Imprvvements
~ The intersections of Barker 1 Mission and Harvard 1 Mission have been conditioned far
signalizatiQn when warrants are met. Several prajects have been conditioned to cantribute
to the installatian of a signal at Barker ! rlllissivn. Harvard J Mission is under WSDQT
jurisdictian as the westbound 4-90 aff-ram p naw fvrms a feau rth Eeg tv the intersectivn, and a
_ signal wiN be installed by WSDDT when ane is warranted.
i i
~ Public rnvvlvement
On Nvvember 7, 2002, a carnrriunity and traffic scaping meeting wRas held at George Gee
on Mission Avenue near Harvard Rvad at 7:00 pm. Numerous issues were brough# up and
were either-addressed at the meeting or are addressed here. 7he traffic issues and a
~ I discussivn af each are Encluded here.
, 1. Add the inters+ectioras af Aladdin 1 N`issian a nd Barker I Mission tv the scape of
iCLC Associafes 9 River Crossing PUD
i.
; the study-
Thrs intersection has been added tv fhe scope of the study.
- 2. Can we include the AM peak hour at the intersection vf Barker 1 Mission to
the study?
This time periad has been adafed fv the ahalysis of fhrs irrfersectican.
3. Maray people use Mission and Flara tv get to the retai6 area by V11a!=Mart,
please add the intersection vf Mission 1 Flara tm the study.
; This intersection was nvt added to the study due ta ifs lvw vvlurmes and
drstance fr-om fhe project. While same traffic wilf surefy use fhrs rvufe to get
fo 1from the sald retail area, r'f rs not antici,pafed thaf the intersection will
reach a pornt where mifrgativn will be necessary. Qased on observafivns, this
intersection funcfians iar betfer than fhe intersection of Barker I Mrssr'o►t.
Barker! Missfon is currently at acceptable levels, and thus Flora / Missron is
lr`kely at better levels oiservrce.
4. How rrruch trafFic wil[ be added to Indiana Avenue. We realize that some is
inevitabfe, but wifl it be a fgt.
This was mvsfPy answered at fhe meefrng, but wi11 also be answered here. The
proposed Rhasing of the project will have fhe developmenf starting on the sauth
end raear Mrssr'an and confinuing nvrfh. 5ince drrver behavrar and ro+utes are
generalfy establrshed whe►a vne first rnoves intv a horrre, if rs anticipa#ed ihaf
most af fhe fraffic for fhe ,project will use I4aadway A to access the surroundrng
fransportafran system. Some traffi-c wi1l use lndiana and we have calculated it fa
be 25 PNI peak haur trips gerrerafed from this dsvelcaRmerrf_
, GLC Rssociates 10 River Crvssing PUD
i
~
tEUEL (]F SErRVlCE
i
Levef of servace (LC]S) is a qualifi able premise developed by the trans portation prvfessian
, to quantifjr driver perceptivn fior such elernents as traueC time, number of stops, total
amourrt of stopped deEay, and impediments caused by+ dther vehicles affarded #o drivers
who uti9ize the transpor#ation network. lt has been defined by the T'ransportation Research
, Board in #he 2000 Highway Capacrty Manuaf. This dacument has quantified fevef ❑f
service intv a range from "A° which irrdica#es 1ittle, df any, vehicle delay, to "F° which
indicates significanf Vehicle delay and traffic congestian that may lead ta sy+stem
breakdawn due to valumes that may far exceed capacity-
5rgnaTrzed lntersectivns
I,
'For signalazed intersectians, recen4 research has determined #hat aVerage stopped delay
per vehicle is the best aVailahfe measure of fevel of service. The techraical apper+dix ofthis
rep+ort, incfudes a section on the Level of Service, Methvds and Criteria. The tables irr the
~ technical appendix identify the relatianships between level of service and average stopped
deCay+ per vehicle. Spvkane Caunty and the WSQDT have adopted level of service ❑ as
the miraimum acceptable aevel for all signal'rzed intersections.
Llnsignalized Intersecfians
- The calculation of level of service (LOS) at an unsignalized oneltwca-way stap-controlled
intersectian is examined in #he Transpartation Research Bvard's 2000 Hrghway Capacity
Manual. Fvr unsignalized intersections, lewef of ser-vice is based an the delay experienced
' by eacfa movement and apprvach within the intersection. _
, The concept of dePay as preserated for unsignalized infersections in the Highway Capacity
- Manual is based ❑n the amvunt o# time avehicle must spend in the irntersection. Vehicfes
_ passing straight thrQUgh the intersection mn the majar {uncontrvlled} s#reet experience na
delay at the intersection. On the vther hand, vehicles which are turning feft from the minar
- street, because #hey must yield the right of way+ tv aII right turning vehicles, a!I left turning
vehicfe from the major street and all fhrough vehicles on bath the minor and major streets,
' must spend more time at the intersection. Levels of senrice are assigned to individuaf
movernents and appraac'hes within the intersectivn, and are based upon t'he delay
, experienced by each movement vr approach.
The Transportation Reseacch Board has deternnined what levels of service for unsignalized
intersectiorts shauld be, hy designating level of service A through F, wnere 1eve6 of service
A represents a taerlity where nv vehicle in any rnovemen# ws delayed very Iong and leael of
seruice F wh ich represents a facility where there is excess6rre delay forthe average aehicle
in at least one movement in the intersection. Spakane County and the WSDOT have
adopted le►rel of service E fvr unsignalFzed intersectians within the study area.
Alf aeVel of service analyses described in #his report were perfQrmed in accardance with the
CLC Assaciatss I I River CrDSSirrg PLl!]
i
procedures described above. As a final note, the Highway Capacity Manual (HCM)
analysis and procedures are based upon worst case conditions. Therefore, most of each
, weekday and the weekends will experience traffic conditions better than those described
'within this document, which are only for the peak hours of operation.
i
CLC Associates 12 River Crossing PUD
,I
; EXlSTlNG LEV,EL OF SFR VICF r4ND TRRFrFIC A NALYSIS
- The existing Ievefs af service at the subject intersections were cafculated using the
~ methods frvm the 2000 Nighway CaFacify Manual as implemented in the Highway
Capacity Software (HCS), version 4.1 b . Th e existing Eevels of service fvr the intersections
wi#hin #he study area are summarized Qn the foilawing table. The existing traffic valumes
used for this report are shown an Figures 3 and 4.
Ta,ble Lxr'sting lntersectians Levels of Service ~ z --'s
_ a ~f~.,:r7s;a~ rr'i~~`.s~. ~
~NTERSEC:T1:~Nk<~~ _ .AM:Pea~C_~:~~~~~Y ~-,PMsPeak~
#.e; it•-,;,,:d.~~>~;- _ . - . A~ 9^ a~Fa?in-F ~-srry~ iraa~• 'S"~.a~nr
_ ' :.:+~r=~ ~-~":~S' .~'~.-~'am.` ' '_'s:`r - ~-~m,:, - _ .y n7~.if: "_-u, r4=4,'~<~' ~ rn'ts;
D 6 IA y ,,S ~ fs:,;r,r::".i..;,•`,~`r;,.A<~'t``'~-.~~x«
~•~Q ►7~~*.~ . - ez,~
L~.~'i.•~ .4?a k~ LIa7~~
+ .~I~~~•,,, . - ....''ay-u,- . ~ . . .'7_,r sc ,.v.a ^ _ . ttC
,
Barker Road & Missivn Avenue w ~ Ll ~ 17.6 sec ~ G ~ 33.7 sec ~ D
, Barker R❑ad & Indiana Avenue ~ U ~ N/A ~ N/A ~ 16.4 sec ~ C
Aladdin Raad & Mission Avenue ~ U ~ N/A ~ N/A ~ 9.6 sec ~ A
-Harvard Road & Mission Avenue ~ U ~ N/A ~ N/A ~ 22.6 se~ ~ ~ ~
, , - - - -
- Spakane Cvunty and the Ci#y vf Spvkane have established level of service a as the
, minimu m acceptabfe level far sign alized intersectian and IeveE of service E far unsignafized
, intersectiens. Therefare, all af the intersectivns within the study area are currentfy
operating at acceptahle 1evels.
, CL C Assoerafes 13 Rr'ver Grvssing P[JD
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CLCA99CJC CCI- P\ M• PEAK HOU, S
RscHiTeoruRC T'RAF'FI C I M PACT ANALYSI S
ENDINEERiNi3 P~wroFwr FsROJEGT NO. 50201 ❑6 - T~I~1~~~ ~U ~ ~ `J~`
LAr+cscqwe aRL'~iTE~LIRL~ _
LANp SURVEVIN@
i
A,rtabient Tra€fic Growth
~
-i In order to establish the increase in traffic which will occur vverthe caext several years due
~ to the addEtian of the River Crossing Pu❑ deveiQpment, the Enstitute of Transportation
Engineers' (ITE) Tri,p Generatron Manual, fith Edifion was cansu{ted. The Trip Genera#ion
- Manual (TGM) praVides empirical data, based upon actual fiefd abservations for trip
, generatian cFraracteris#ics of similar land uses thrvughaut the lJnited States. Future traffic
vvfumes will alsa be increased due to ambient traffic growth and traffic from prajects that
~ have already been appraved.
The amhient growkh ra#e for trafFic in the area of the proppsed development was
determined to he 2°Io per year. This grvwth rate is based upon actual traff4c counts
conducted over the past several years by 5pakane County. Based an a eight-year build
out, the ta#al ambient increase in traffic is expected to total 17.2°IQ.
, fn additian to that, three background prajects were scvped far inclusivn in this study. 7wo
are residential projects and ❑ne is a cvmmercial project. All three prvjects are west of the
site, north af Mission and east of garker. River Crossing IS` is a 51 lat devefopment that
actuafly barders the site to the west. MisSian Meadows is a 122 !ot residential
develvpment just west ot River Crossing 1 St. Riverwalk CornmerciaC is a cammerciafly
'zaned site and could develop inta a uarEety vf different things. It is lacated an the northeast
comer of Barker 1M ESSian and fvr the purposes vf this study is assumed ia deVe9op into
general retai6. The parcef is 382,722 sq. ft in area. As a general rule, 25°Io vf a refail site
, will develop into leasabfe building area. Therefore the tvtaf anticipated building square
fvotage for this site would be apprnximately 96,000 sq. ft.
All af these "background" prvjects have been appraved and will I ikely be cvmpfeted privr to
~ the bui{d out of the River Crossing PUD project. Since the traffic from these projects are
nat currently included in existing traffic valurnes, the traffic anticipated frvm #hese
i devefapments is added to projected traffic vvlumes to fvrm the future traffic scenaria.
I I
CLC Assaciates 16 River Crassing PUD
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AIiGHPTECTl1RE TRAFF'I C I M PACT AEVRLY515 A.M. REQK HQ uR
EF6INCEIiIfYC3 VLANNING
LANOSCAE'fAliCH1T'ECTUFE PRAJECT NO. 5020410
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I NpT TO 6CRLE
NO~TM
J
C 1
I CLC ASSOCfATES rIGS+11 RRE G3
7 0'] W E ST 'TTH R V C N N E R I V E R '-f~ O 5 5 I NG PU D r
$PIOKAHE 5 POkCA F+E E C O U NTY p
wn5reirvGTOn ggxoa ~ A G 1! G 1'C ~ U N v
p 369 45a Mo P R E~ T S -
F 509 a55 EB44
- CLCASSDC CON
~ ARCHI'TECTLJRE 7RA,FF1C ! M PACT ANALY515 P. M. P EA FC H 0 L.I R
ENDIfVfEFSIFLfi 'FLaNNIN[i ■ A RF+
LAN~LAFlO SIIR~lETw[,'URE PR❑L~LCT iry0• r~❑20'Y 10 `rRAFFIC VOL■ ~ ■ `S
~ . r
I I
i ' TRIP GENERA►TION AND D15TRIBUTIC}N
Using #he !ns#itute of Transportation Engineers' (ITE) Trip Genera#ron Manual, 6"' Fdrtion,
the anticipated number vf trips to be generated an adjacent streets by the praposed project
vvas determrined. The Trip Generation Manual (TGN!) prvvides empirical data, based upon
actual field abservations for trip ger~eratiarr characteristics of similar residentiaE
developrnents throughvut the United States under land use category 210. The trip
~ generation rates expected for this developmen# are shvwn in Tab9e 2.
~Trip Generation Charaeteristics fvr fFte Proposed ProjeGt
i I The proposed sfngle-famaly residential develvpment is categorized in the TGM as uSingle-
; Family Detached Hausing," land use category 210. Trip generatiora cfiaracteristics of this
- develo;pnnent are summarized on Table 2 as fof'lows.
Tab1e 2 - Single Famrly Resrdentra[ Trrp Generatr'on Characteristtcs
. r _ . - - . , .iy ~e_°.>- -r~r,.,-•'~,• 1 t y . ••t ti-i-,. r +i: y' ~r'~ - - .,oe~=§i- rrg~,
~ ='r . , r~ ►4M~P~ak Hvur#.. - ~ s'y~.` f , PIM~Pk'aur ; .
- ` i - . . •'~='Y=~--.,~,_x~r'?;: .-..~'a`.:i;•.ci~°.f~~~-;.+e ~4_ ' I
E 7 A Y OI ; _ _ - p.+..~[~+~,~ g., v~ ~ ~ • 'i • ~
I]i~ve~lr~ Dir~ec~iar~al
-
- [3istrik~iit on~ _ ' .e ° ti._ . , I~?is~ri[~utian ~
LJr~its ~p.?~bTr~ps @
1aa1E-T~--
~2 s. '
p~'~'r=_llnit <=25°Io ln'- --'.T5"°/~~]'ii#`'•r, _ _ -.,Un.it_-- ~4k°Io In 3B% ~ut
';a. . _ . . . I- .,ms.~e•I,-_ ~ . _ - ~
- ~ 497 ~ '323 ly 93 I 290~ ~ 502 I 321 I 181
'Aue'r_age'0~ily' Tr'ip Ehtl!4,:''~`
, ~ADT),=, F• c"',~~
, _ , • , . , . , ! . ~ _ - -~.,:M -r i r. , _ , i. , _ ~~~-`p"_ ~ F_'
A~2lt@"-^";~_ - TL7~W I~L~'~i;' p • _ ~ ~ ~
497 I 11.6V I 5,795
The traffic to and from this s+te would be made up of new (destinativn) traffic exclusiVely.
' i The develapment vf the praperty wi16 generate a net increase in traffic to the surrounding
~ traraspvrtatican system of 373 RM peak h aur trips, 502 PM peak hour trips, arrd 5,795 ADT
' trips.
-
Trip []istrrbutrun Characteristics far the Prapnsed Project
, The site is accessed frvm Mission Avenue uia Aladdin Road and an ansite rvadvuay to be
named 1ater, far this study this raadway 'rs referred to as `Street A°. The site also wiil
crrnrrect #o Indiana Avenue, vuhich will prvvide access to Barker Road. Based upvn the
phasing vf the project and layvut vf the pRat, it is anticipated that Street A will receive mare
' usage than the other accesses. Traffic distributian is expected to be 70°!a tolfrvm Missivn
Aae nue and 1ndiana west nf the site tDwa rd Barker and 30% tvlfrom M ission Avenue east
~ af fhe site toward Harvard. auring the PM peak haur this distra4ution wifl add 352 vehicles
on iVlission ►hvenue a nd Indiana wes# vfthe site and 150 Vehieles an Mission eastthe site.
See Figure 7 far the general distributian far the site. Figures 8 and 9 shaw the AM and PM
peak hour traffic wolumes anticipated for this deuefopment.
Gl.C Assacrafes 19 River Crossing F'UD
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I ° TD 1--90
~
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'
CLC ,455C1CIATES• FIGURE 7 •
707 we$T7rHaverotie RIVER CFd0851hIG PCJQ
svo~,nHe ° SP❑ECAN'E CiOUN"TY
W.19miT1GTpN 99204
i p soe ase beno
F 909 458 684A CEN E R A L SITE
- ~ CLCPSSOC CdM
ARCHI7ELT11AE TRAFFiC IhAPACT ANALYS15 T,~ I,'~ D rSTR I B IJTI ❑ Iwl
CN61N££Ri1u0 PLAwe~~N[i
~pftpOJECT f~ SM1F1L` S02041 ❑
LANO3CAPE ARGMiTZCTUA E r ~ •
t,.,aTiC Suif+~E"~VM1~6
J •
~i
~
AM PEAK k9O1lR
I NEW TRIPS 373 93 280
PA55-BY 7Filf'S 0 p
, 7QTA[. 373 93 280
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MISSkO'N AllENllE 84 ~
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14c:;.s <1=42
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ruC]I§TH
~Lr- AssoCiATES ~ FI G LJ RE 8
7o7 weST~rrr...e..ue RI~V-+Ef~ ~yC/~►YRwO'~L rSS,«~y1`L.1 G'~ry^P~~LJd
SP'pKANE r7P~1~ 1~ Ci..l Iti ~ f p~
waS HtwaToN lflxon
9O'9 459 6690 r~ I! E GE1 ~lERMTED
P
~ sol 4566844
I ,,cA5.4c .oM A. M. P EAIC H 0UR
1 1
ARCHITEC1uliE TRW FFl C I M PACT AIJALY51 S
[hi61N6ERIN0 P~.NNIND
r~1~1,r! ICi+'Y NO. S0Z❑4y 10 T^ ,SAF■ IY VO` i..~MES
kAM09CAAE ARGMITCGTVAH, r R'• ~ 1..1 L 1..~ 1
LRPlD SSIRVE'1'Ifa[3
~ 1
~
I-- ~ AM PEAIC HIDUR
IVE4V TRIPS 542 321 181
~ PASS-BY 7RIPS f] 0
TOTAL 502 321 181
I ~
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rr~r:•r.~~',
Q .=f~~~ • i °J, .
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0
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,
YLF L~ ` ' ' . • r ,
I .,~'F.,J-P ,r,`,•'.' .
I '°o
z M155IDN AVENl1E
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cd ~
3J, 32c~P 145c:P `~_196
~ 46~ 27 145=Ca Cm- BF
If 64
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CLe AsS13CIATES ~ FI'[3URE J
70? wesr rrn nvcrdue R I V E R C R O5 5 I N G P L,J D
a~~wA~E SPGfKANE r-OLlPVTY
wASHINGTON 99704
SITE i~ E ~ ENG RI•~.1A T c D
509 458 6640
F
~ eoe ese 6844
G6CAS500 CCZM P /a. , ° , M PEA K H OU1y~
! \
ARCFlITECT4JRE TF2AFFI C ~I+ M R`'.i4CT ANs~ALY51 S 1 1 1
EWi31NEERIHG PLAf~Hlw3
LANi7SCApE aR;GWIT@[.'TyRE PROJELaT IYO. S0C.DAy 1 0 T■ ! RAF■ IW VO`Y MES
Laf+G 5 IJFvEYin6
F+fJTL114,E YEAR TRAFFlG 1MPACTANAZY sIS
.
, FUTllRE YEAR TRAFFiC IMPACT ANALYSIS
LeVel of ser►rice calcu[ativns for the Year 2010 conci+tions assumed that the existrng traffic
vvlumes as shown on Fqgure 3 experlenced an ambient increase abvrre the 2002 vvEumes
at 2°'o per year and all of the backgraund projeets are complete. Twv scenarios were
examined in each of the Year 2010 analyses. Zhe fiirst scenaria assumes that 4he
propased River Grossing PUD prvject has not deve laped. The secand scerraria assumes
that the proposed development has been completed as planned. These scenafias wi[I
allnw a determinataon ta be made of wha# the future cvnditions wiil be without the project in
- ~ pCace, an€i then to separately examine what tFae impacts frQm the project will be anti an
~ oPpvrtunity tv deferrnine mitigativn rneasures.
Year 2010, without the Prajecf
This sectian focuses on the scenaria of the year 2010 withaut traffic from the project. This
scenarim assumes that the aiVer Crassing PUD site remains vacan#. This analysis wi11
' show haw the traffic vofurnes wif9 be handled hy the existing facilities orwhat new elements
wi{1 be needed for the traffic sys#em tv continue wvrking at acceptabfe levels of serwice.
The traffic uolumes far this cvnditian include the existing #raffiic, as shawn on Figures 3 and
4 vvith the ambient growth rate, and the additional #raffic fram the backgraund projects as
shawn 5 and fi. 5ee Figures 10 and 11 fvr the total traffic wo lumes used for this scenariv.
A 54JF11Filaf]I Uf the F'eVLI af SeNEGe CESIJItS IS 5hoWf1 in Table 3, which fallows.
Table 3- Year 2090 Levels of Service With+out tfae Pro,ject
IN'1 -'[ri,'s7~7 4 - "x•`:1{. „ =3~=r - - - "{P i"' „ ~y,-,.
E O,N `'"•r~<.- f' ° ,►4N~~ Peak- • P
- ~ ;S: ignalryzd _ D .
_ . . ~ ~
.
_ w
, . ,
_ - ~
~ . j_ -
. .
- ~ ela L{]S', ❑ela~ .~:L+DS
.
- Y .~U~~.~9~ed: •
Barker Raad & Mission Avenue LJ 46.6 sec E >999 sec F '
I • Install signa{ (5) (12.4 sec) [8) (16.5 sec) (B)
Barker Road & Indiana Avenue ~ iLl ~ dVJA I NlA I 22A sec ~ +C
Aladdln RDad Sc M155ivn AVenLie } U~ NIA ~ NlA ! 11.3 sec g
Harvard Road & Mission Avenue ~ U~ NIA ~ NIA ~ 40.9 sec ~ E
In the year 2010 condition with the anticipated arnbient traffic grvwth and fhe background
project, on+e vf the intersections within the stucfy area wila fall beEow acceptable levels to
LQ5 F. The remaining intersectians will function at acceptabfe levels.
; i 7he intersectivn af BarEcer 1 fViissivn wilC fall ta LQ5 F with eactremely high amaunts of delay
o n the westbou nd a pprvacFa by the year 2010 regardfess af whether the pro posed Rover
Crossing PU❑ project maves farward. Based vn the ambient grovvth and the rate at which
' ihe background projects will develop, it anticipated that #his intersectian will meet warrants
~i
+CLC Assocrates 23 River Crossing PUD
~
' i
' i
' I ftar signalization by the year 2006. A signai should be instafled a# this in#ersection when
warranted. A proportionate share far the installation of this signal shauld be pravidsd as
part of the Riuer Crossing PLJ[] development. The propartionafe share is ca[culated and
shnwn in the #o6lowing sectivn that addresses the 2010 scenacio with the praject.
i
'i
- i -
-
, CLG' A5SQCfateS 24 R1vG'r 1ero5SlnC,f ,IPUQ
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~ 24~ ~38
20 43
43cz~7 ~129
o rr
~
N47 T6 SCALE ~
_ N~RYH
ELC ASSEIMATEs ~ ~ FI G L1 RE 10
~
7v7 WE57 rr" avEriuE RIVEF2 CROSqS/Ibl~iN{4~ G 1pI'7~P~ LF[~
tOi(RNE S P O KA[~E 6a
r+'
1NA,pNI6NPGTOF 942[5a ~ ~~'R ~ ~ 1
P3P ~9 9 4A55H96b994~A4 C]
F 5 WITH O UT PROJECT
cL.AaStIC GQM ~~f
RRCNITECTUAE TI~AFFI C! M PAGT AI~#ALYS! S A.M. PEA K rIOr ,
~.FP
CIY61hLEEftIH6 PLANNIN(p PROJ ECT N'~ . S02041 0
L+~NO6C+~Y'E wR~ee1T[~TIJR}@ T R A F F~ C r 'J lQ1 Fr ~~._.f!!!■ r■~~`S
LAwo suraveriMo !~r~
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a
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w ~ r. `•.~r.r.~ ;,~.r'✓
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MISS~ON AVENUE
- ~ C7
to to
r~ vh
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~ ~ 2s
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A 146 48
t n M 4[^O
67 1.67 1 8J", ~C4-y
73 ~ 62 123 =,r <11= 137
~ 33 ~ ~16 0 rv o P rs ~
vr rn
l ~P
~ wor re SCALE ~
I r~ o ~rrn
I~ cILe AssociATEs ~ FIGURE 1 7 ~
7o7 wEsr7TH aveNue RIVER CROSSrN'G PLJD
~P'o~.~w~ SPOKArvE couNTY YEAR 20 7 ❑
1MASHIMGTqM 99204
P80445IIE840
~
WITHOLIT F'R0~1ECT
I CL649 CA:S 4SgOB C 4844 COM
,,,,,,frC,-„RE TRAFFIC I MPACT ANALY515 P. M. p EA K H 0 L.I R
~AMO$~A~E'Aa~H'~E~~~~ PRm.aECT No1. sO204 1 a TRAFFI C VD LLa MES
I ~p,wv suRV[ri~o ~
! Year 2010 wr#h the Prvject Fraffrc
i 7he traffic volumes included in this scenariv incfude the Year 2010 traffic volumes as
~ shawn an Figures 10 and 11, and the additionaE traffic frvrn the develnpment, as shnwn on
Figures 8 and 9. The tatal traffiic valumes expected under this condifion are shawn an
, Figures 12 and 13. A summary vf the resufts is shown in Table 4, which folfvws.
Table 4- Year 2070 Le+vels of Service VVrth Project
, t_" s.,s'-o-`h a . xx- • f •iaz.e'a, +k`
1e.`"` PM ~z -
- INT,ERSECTiQ1V~~~ r~`~~ t~~~~._g _ ; ;_;..k~:/~~A~ f F~ ak x
.t~~.' ".-~~.s~ ~nJ
~ I Z . 4'.r,~~ '~i"i~~. • fW ~ ~sz ~ ,i 6~ ~ _ r.s- s..~ s i. ~ g,.xy~• c^ - 3~.'
~ ° ' ~i: ~ t••~.~,~z~' :;i;y.Fx,.r~:~~w:~r ~p I~I~e~~ly~ed,~ ~y`:~ a c
k' ~ "~~~e; ~'x.;„
•`t j2i='~-i ~~~'`.tr4~' rc°~'K ~ yr . _y.y nc~'=k.bs'.~':Y?f~t9~..k ' Y: Y '2y y~1LS^r GyF ~V V~. "~E:IE~y~~P7~ ,
~gt' ~a~~;•..
• ~a.:~.`- ,Y.'4' :'~i'~". iv:~ 4s'u.k_.~°' . :r ~~r~..+.«;s~unrt. sT `i'r.`N's , S•.c "~y.~e k~H'~!~ -a°.:~e F~. ' a8 ,
Barker Road & Mission Avenue - Signalized S I 17.6 sec ~ C. I 28.9 sec ~ G
, Barker Rvad & indiana AVenue ~ U I N/A I N/A ~ 26.6 sec C,
Aladdin Raad & Mission Avenue ~ U I N/A ~ N/A f 15.9 sec I C,
Hasvard Rvad & Mission Avenue u N/A N/A 64.4 sec F'
- ■ Install signal (5) (11.4 sec) [6) ,
Roadway A(site access) & N[issian Aue. U N/A ~ N/A ~ 14.4 sec ~ B,
~ In the 2010 condition with the anticipated traffic from the River Crassing PUD development,
~ all but one of the intersections within the study area will functivn at acceptable leuels af
service. This assumes that the signa[ization impravement for the interseckion of Barker 1
Mission required under the 2010 without project scenariv is complete.
The intersection of Harvard 1 Missivn will fall fa LQS F with the additianal trafFrc from the
praject. This intersectian hras been conditianed by the VVashing#on State pepartment of
Transpartation to be signa9ized when warrants are met. Therefore, a trafFic signal should
be installed at this intersection when warranted. R propvrtianate share far this signal
shpuld be provided by the River Crassing PU❑ prnject. At this time, we have calcukated
~ the prapartianate share to-be 10 61o vf th e cost af installation (1 5[lf 1509). This is calculated
by taking the total nurnber of vehicfes entering the intersectivn genera#ed by the project
(150) and dividing it by the tvtal amount vf traffic entering the intersection in 2010 with the
praject (1509).
; Fur the Barker I Missivn signalization, we have calculated the prvportivnate share to be
- 14.8°/0 (30212038).
I
i;
CLC Assaciates 27 Rrver Crossing PUa
i
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z M155I[}N A'VENl1E
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21~ ~52
' 34 ~ 41
I 43 czz~, ~ 227
-I a ❑
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I NOT TO 9Cp.Le
N O R1Tr~
r-LC A551lr-9/Al'E5i FIGLIRE 1 2 ~
207 wesT TrH AyeNUe R IVER C R 0 5 5 I Ihl Ca P L.I 0
~ P`4 wA~°~ SP QFtA N E IGpLJiVTY '~iJE
lNp$MINGF4N 49.70d • ~ ~ ❑ 7
• ~
P5o9°SBea"°
F 9474 85B 6&aA ►►►VITF-! PROJEGT
CLCPSSOC GCM
ARCHiTCCiUae TRAFFrC F'hl PJ4LT ANALY515 A.M. PElal KH❑UR
~A~~°'scA ~I"~A ` TEC"Y~ae P R OJ ECT N C3. S02041 0 , J'~/~
LANp gURVE~'iMR TRq /t'yLPFIC VO L~J~T~ ES
~ - - - - ~ ~ ~ ~ ~ ~ - I~- - - - ~1- - - ~ - i
~ - ~ - - - -
BARKER RC3AD
O
a~~a n~vN ~ n ~
uw
9b9n A
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GA'
I~dy ~ T~V ~ 77
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in~~ nmmyz~z ~ 495~' ~41$
~mm~ 303 cz~, ~91 ~
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. ~wrn 520=> aS41
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~ ►~n~~ ~ A`•;~,~~~,~ 53
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ul n m v m
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ren n ~
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tn
C[3NCLUSPOfVS
Based upon the analysis, fisld observations, assumpt9ons, methvdalvgies and resu[ts
- which are provided in the body vf this dacument, it is cancluded that thsre are some
; impacts tn the averall area transportatian system frvm this project and mitigation is
required. This cvnclusian was reached and is documented within the body of this repork.
Exisfrng Cond'itivns
, •A11 flf the intersec#ians within the study area are currently functioning at acceptable
' ~ - levels v# service.
Year 2010 Gondrtions wifhout Project
~
• Urader th is condititan, the intersectian vf Barke r I'Nlissio n will fall ta La5 F.
+ Rmprvvements for these intersectiQns are outlined in #he following reCVmmendat6ons
sec#aora.
- Year 2010 Conditioras wi#h Projecf
~ • U nder this canditivn, the intersectivn of Ra rker 1 Missivn will co ntinue to func#ipn at
- LC7S F until a signal is installed, anct the intersectian of Harvard 1 Mission will falE to
LO5 F.
- + Mitigati❑n far fhe project is ❑ut{ined in the folfowing recammendations sectian.
~
i
, CLC Assacrates 30 River Crassrng PfJL7
- , RECaNlME,N,DATIONS
Based upon the analysis presenteci, fhe development of River Crossing PuD wifl have an
- impact on the transportativn sys#em within the general geagraphoc area. In arder to
impEemen4 this praject and tv cvntinue to provide a safe and efficient transportation system,
not anly for this praposed deve[apment, but aIso to the surraunding area, the folfowing
recammendations shauld be inccrrporated into the praject.
I Existing
Na improuements are required.
, Year 2010 INithour the Projecf - Pubtic lmprvvements
• The intersection s of Barker 1M issivn a nd Fiarvard ! Mission have been cvnditioned
for signalizativn when warran#s are met. It is anticipated that the Barker ! Missian
intersection will meet warrants for signalization within the nex4 three tv four y+ears,
and the intersection of Warvard 1Mfssivn wila meet warrants wQthin the neact six to
~ eight years. Therefare, a traffic signal shvuld he insfalled at each vf these
intersec#ivns when warrants are met. A proporkiQnate share for these signals
_ should be prgdided by the Riuer Crossing PUD project.
~
,i
Year 20 10 UVrth fhe F'ro}ect - Prvposed Mifigativn
' • A propartionafe share for the installation af a traffic signal at the intersection of
Barker 1 Mission should be provided by the Riuer Grassing PUD develaprnent. At
this time, we have calculated this share at 14.8°"a af the cost af installing a traffic
signai.
, • A proportionate share for the instaflation of a traffac signaf at the intersection of
' Ha rvard 1 Mission snauPd he provided hy the River Grvssing PUQ deve lopment. At
this time, we have calculated this share at 10.0% of the cost of installing a traffic
signaE.
• Frontage improvemerats shvuld be made on Mission Avenue as applicable.
~
, CLG AssoCiates 31 Rrver Crossrng PUL`]
TECHNICAL APPENDIX
RIUER CROSS1NG PUD
TRAFFIC IMPr4CT AN►4LYSIS
DECEMBER 1 3, 2Oa2
4
LEVEL OF SERVICE .
METr-IC]DS AND GRITERr►4
I
Unssgnalized Intersection
- Le►►el of Service Criteria
°T v
i ~ " Y`x..
.~e~ ~i~iaf~Service>a~°~p-Qe~ajl~Rarrg~[s~:~] WffixWtc-N-A'~r'~t~1~,
A < 10 L.ittle to No Defay
B > 10 and ~ 15 5hort Traffic Delays
; c >15 and < 25 Average 7raffic Delays
D >25 and :5 35 Lang Traffic Delays
E > 35 and 50 Very Lang Traffic Delays
I Stop-and-Ga Cvndition
- F > 50 Delays GeneraEly Langer than Acceptable
~ Unsignalized Intersections
LeVel of Service Descriptions
~i~e~~ ~y~;.• ea,1 -'~`.m.. ;N:`5~y~:'~~ W '47"' ~d:~-,~`c `~_~~~~;+;~"`'°T'~~ F~ ~~s 'H,jt ,G ` ~=`~C =~',~'~~'s `}'-:y~'~~.
~LQ~~~-~a. , r~+ .~~~y;~~=~'.~~., k ~ Gener=al•Descripfion~ „~~~_a_ .
] ~.s~-~ " . 5'~S :L<_ x as,. _ i-:r! a+i.:: c' F_~.:~~~r.4.`~s.Z.b... *ae.~',a- :.a..,.«,.,,.:. ce-re.. :iY.~...+.~.•_ _ 57.h...^-.:' r s?•_,,~ : n_ 1Frr _ s..i?...e .
' - Nearly a9i driuers find freedom of operation
A - Very seldom is there mare than one vehicfe in the queue.
• SQme ciriuers begin tv consider the delay an inconVenience
B • flccasiana[ly there is mare #han one vehicle in the queue
• Many times there is more than one vehicse in fhe queue.
;C • Mast dnvers fEel restricted, but not Qbjectionably so
• ❑ften there is more than one vehicle m the queue.
D • Drivers feel quite restricted
• Represents conditians in which the demand is near or equal to the probable
_ maximum number of vehicles that can be accarnrnodated by the m❑vement.
There is almost always cnore fhan one vehtele in ihe queue.
E • onvers €ind #he delays approaching infolerable levefs.
- • Frrrced flow.
• Represents an intersection fadure cvnditivn that is caused by geomefric andlor
F raperafional constrainEs external tv the intersec#ion
!
; • 5ignalized Entersectson
Leael of Serwice Griteria
;~~:~.•rt. .
~ ~L~".d~enri~e aUl, a•angb.~~sec)K~,
.
A ~ 10
' B > 10 and <2a
C - 2a and :5 35
_i ❑ >35 and s 55
E > 55 and < 80
' F - 80
5ignalized Intersections
- LeveF of Service Qescrrptioras
.L+QS ' _ - ' . : =enral~Descr~p~ti~ari,.
"=~~.f _ , • , ~ a~~~~,~:b _
• V" law delay at intersectiars
• p[I signal cycles clear.
_ ►es • No Vehicles wait through more than one signal c]1cle,
, • Operating speeds begiraning to be affecfed by oEher traffic.
- Shart traffc defays at intersecEions.
8 • Higher average intersec#ipns delays resulCing frQm rr3oee vehicles stoppmg.
~ • Operating speeds and maneuverabifity clesely cantrolled by othes trafFic.
; • Higher delays at intersections than far LOS B due to a significant number of vehicles
stvppirsg.
C • Rlof aIP signaf cycfes clear the waiting vehicles.
, • Tolerable operating speeds, but long iraffic delays accur at intersections
• The influence of congestsan is naticeabFe.
_ • Many vehscFes sfiap and khe proportion of vehicles ncst stopping dec[ines.
- The number of s€gnal cycle failures, fnr which vehicles musC wait through more than
❑rre signaE cycce ars naticeable
_ D
• Speeds are restricted, very long graffie delays are experienced and traffic Volumes
' are near capacity
- • Traffic flow is unstable sa that any interruption, no mafter how mirror, wdl cause
queues to form and service to deteriorate.
i E • Traffic signal cycfe Eailures are frequent vccurrences
• Extreme tielays resulting in Cong queues wiaich may interfere with other traffic
movements
' • Stoppages of lortg durativn arad speeds may dsop fo zera
• There rraay be frequent signal fadures.
• Vehide arrival rafes are greater than capacity.
• Considered unaccep#able by most drivers.
F
~
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WASHINGTON 99204
o,09 4 30 6BaD P R O J E C T S
F 509 458 6844
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CLr- ASSaCPATES FIGLREM
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~ ~ - ~ - ~ - - i ~ - - - ~ - , , - - - -
PROJECT Rhrer Cmsshp P110
JOH NO 5D20410
IN7ERSEG7ifNJ BARi(ERIPdISSIC3N
❑ATE OF COllNT NQVElABER 14, 2002 7FkAFFr- COl1NT REDtILTPON W4ftK5HEEY Rhi PEAN Hal1RS
I ' t5 Idlraie Perlnd ~
APRROACAi IMC]VEAiEHT ~ 630 I 6a5 ~ ~ 716 ~ 710 I 745 I 9W ~ 615 ~ 830 1845 ~ 9U0 ~ 915
I ~oass Itrk Itrt ~Ink ~nass Itrt Itk loass Itrk _~let leass Itr& ioass 11& ;nast Ivk loass Itrk hp trk
'
Le~t ~ 8d ❑ 21 a 91 0( _61 ❑ 4~ 0~~ 41 ❑k 31 0 61 0~ 71
Estttnuld rr.u,n I +I ol 31 ol ol o! ul vl 11 nl zl nl 11 ol sl al al zl 3f al 51 zl 31 i
f.0re I 71 11 131 ol eo1 II iil 61 71 zl rl ol 51 11 al (1l ei il el 03 al x) sl o
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Pq7ruck5 I &9al 1 13651. 1 9521 Y d057' I 10141 I 8701 I 77n11 I 3851 I 29e1 ~ 3331 ' ..0 001 1 82§f
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i31 31 311
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~ 41 661 " ~3l 37 131
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d P. Tatal I"` 31f- d: T 451 71
PHTrudkS 11471 ! 7,dd ~ Af19) I A591I IB4A~ sx 1 70.7`4 1 17711 ~ 7141 ~ 1536LI ~ 706?l 1 28A9~ 71~8
itert i xl +r - a~ n 31- a-41 ai----s al al xl at nl ai al +1 oT 6C oC . 21 1 21 i
sou~,~owd rnro n I eal el 7al sl e5i al ssl zl ea sl aul sl ssV 71 eai 1sl s+l 71 56 sr {sl sl si I 7
R ra I ~ol ol el ol si al ~21 0l +91 0l 14 I nl ol sl ul +al nl is ol 91 ol iul a
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RctTrwlss 1 ~ 8651 ~ 579~, I 1 ~ 7871 I 7i~~ I 6561 I aaql I 7848~ 1 8241 I es9 10 98 I w1.7
Il I f ! 1 9 f-I i-..~. I I I I I 1 M I I I
ToSaEpMerseRlonVoY- ~ 1691 161 1. 91 1571 A 1Adj 1oI 17BI 201 t881 151 1641 221 1681 201 1741 201 1671 511 1141 241 031 171
IrrterscctqnPCtTrucka ~ 1 e651 ~ 5731 I 5 421 1 5151 1 1010l 1 7451 I 41931 1 5n, 661 1 1051l 1 832l 1 17991 1 17331
~ Wersec4unTota! Ioct ~O nteuonrow
N ~nur Vkvnes ITneks
Ore NourVahmces Toucks
lsao I 71 al s+as I145 l 701 14013
1645 I 7271 68021 18 ua I ia21 9 838
07D0 I 75SI 7155 181& F 6911 10807
I715 I F'rel aeovl le3o E aoal toe7e
I734 1 7771 9 961~ I I I I
, , - - - - - - , - I - - i - i - i ~
PRCaJECT: RIVef CrQ55iC1g F'lJ❑
J88 fvO. 5020490
INTERSECTIORI• BARKERIMiSSCDN
❑ATE OF +CC3lJNT: NQVEMBER 14,2002 AM PEAK hIpUR BREAKDOWN
APPaOAeH f MoVEMENT 1 7.15 ► -sa 7.45 8:00
II I
I Yass I trlc oass Itrk ass trk pass I trk J TOTAI,. P H F
Left 61 0 41 a 41 0 31 oll 17 0708333
Eastbound Thraugh 4l 1 11 0 21 0 11 oll 5 0.625
Right 11 l 0 71 2 71 0 91 111 37 0840909
'~PA.::Tata~~=:` -_~1~~~, , ,.1~ . 59
Pct lrucks. . I I 5.56 I 14.29 I w s 0.130 I 71411 6.779661
Left 181 0 151 1151 1 9 211 61 1, 0.847222
Westbound Thrvugh 4 D 71 1 41 0 7 ill 24 0.857143
Right 3 0 41 1 21 1 4 Q 15 0.9375
~
~~}'..~+i ~":,.~r-`gs'.e°Z~I;• . W~~ r ~-4-
Pct Trucks o.oa I 1034. 8.701 13.0411 81
Left 1 0~ 2 0 21 a~ 21 oll 70e75
Northbound Through 31 7 301 6 421 4 431 11 11 174 1011628
Rignc 51 0 41 1 sl z 61 oll 26 08125
~otal 31i~ 7 52'l ~6 'S1'~ • . 1111, 24T
Pct TruckS I 15.91 I 1628. 1 1 D.34 1 177411 1497585
Left 41 0 51 a61 2 31 oll 20 0.833333
S4uthbpund Through 891 2 801 8 8[ll 5 661 711 337 0946629
Right 121 0 1,91 a 141 01 all QII 56 0736842
App. z _ 4e41 - s 1001. . ` 7 • . ~ 801 - 711 - 413
Pct Trucks ~ 1.87 ~ 7.14 ~ 6.54 I 8.(]6II 5.891138
Total Intersection Vofiume 184 10 17,91 20 1$61 15 1641 2211 779I 1.047043
Intersection Pct Teucks 5.15, 1 10 9o 1 7-46, 1 11 $31.1 1
- i I , - - - - I - - - ~ I -
PROJELT RherCmssfnpPk1Q
dQH HO 3020410
1NTER5ECTK3k 6ARICEW7+IISSION
6ATE OF CfH1NT NOVEhiBER 14, 2W2
TRAFFIC CO[1NS REDIfCTIDN WDRKSHEES FM PEAfC HULIRS
I s5 eer~rie aemd Ber~ ~ ~kRPPRORCH 11,lOVE.k1EN7 1 ] 3Q ~ 3 aS ~ 4,00 ~ 4 15 I 4 ap 1 + 45 I~~ 5 E10 I S 55 1 5 30 I 545 1 8 00 ~ s 15
~a~ _ luk Inass I~ nass Irrr ,sass rtc r~~ Im ~~➢3 ~o-t Yvk tn IxM I~ ~m lux
I IIRR 08 0 181 G~ 1$I 0~ 12 tl 13~ 01 13f 0~ 1]~ 0 31 0 141 O~r O1~ss 6I1 01~~ 19~ b
ai 31 uF al a
eamou~ rnra~sn I ~I al s! 1 f al 1I a il iil ol 31 ot sl ol 4 II al a! s1
A m I 5 1 al ai ol ri ol s 1I rl +I 71 n sl ~I sl al el al af ai +1 +I s
drocor I e:el• ' •,el, "'1 ; =xel.`. - il •-~°a7l ~4~-• asl : sl= ' -sal*, ~I :3I o~' rai : ..il '.~:nl^'r'~al"' , x~ ^ 1 #F xal al- , ral il:' - 101, . , .1•1
I +aa51 I liol ~ as~l I l ~ 7~1 I onol I a1al I +~$1 'ssl ~ _no2l I aazJ I ~
3 0
lLett I 91 01 201 U~ ~161 0! 101 1N el OY 51 01 71 01 $51 61 iD 01 i11 ol ill 61
weatec,rla r-T... I 91 31 0l 71 aa3 al Ai el ol al ul SI 91 9 l e 4n
I a~ +I ❑I al sl nl 7I oti sl ol sl pl al al a! l z oil ol u
I 36 ~fl7a5I`y1 ^AI'+±i: ~1sl' o! - sal ol" rsl lpP " `iel~ .nl" +sl 1 06' ' 211 al ssl nl as "1 o
cxs I ~~sf I aaol I o0o I ~v~ I omnl I oool I noal I 0 041 1 nqal I ss=1 I ❑ool uao
-
ittn Y _ e_ +Y ei oi 111 _.n _ ai u si ah ai ol e ol" sei u ii `of- s ol -3 ui 51 o
MonhhaWd 7hm h ~ BP 51021 ul 691 fi 5fl11 SI 97 2{ 1671 41 97 1f 106I 01 ~891 91 SB 0l 89 71 'i21 1
a
I ia1 3% 111 1 I ++I o~ isE ol 12 ol tia ol 15 aj ra ol +il ~I 13 ol 12. ol 71
A n ronir. oil^.~z;• ~-atii ~ 1121' '-rilzl _ xt, '121 `'1I 'taE' ' '1): '1'54~~, •••r•tI£' , t071' Yalr~1 `--1io1 .~.ol ' ai3 ` - sl 'enla :S+
IMza3 l I Ila
P,c k q a$11 I oASI ag2~ I assl 1 ssl a2D1 aB21~ n7Zl f_ a8r~11 Y QD01
_ T
Itett 1 B! Od al 31 e a 51 01 7 O1 FA 11 9 0 01 91 01 i ~1 71 [II 51 0
5dl 51 @T S~~ 731 89d 9621 dil 70 +^I 6f31 79 3SBs~l SSI 9
u h
S01~O1Rd pTr~
"aol ial ol Ivl a u l 01 +s ol sl o1 +o nl +sal ol 7I ol ti+l e
raait;l~ ~~~w~fu7lA.• toa slalx4ayl'sl, 1 -rxl~ •a
ucks I I 0 Re1 I saal S ++el ~ annl 1 569Y ~~I I nusl r o 6 3 +sl I aasl i 7 a61 aua
1 -i 1 1 I ~ I I Y I I I I 1 ~
ITbLtlIrBCr$dbrlVbMifiO A 2881 171 2401 961 3751 iYl 2821 131 2841 161 2791 71 4541 71 2£91 ll 2301 el 2111 41 1821 ;1i 1pf11 5
I IMersndbn Pd Tnrka h I s~I i +~ool N 4101 I 5421 I a aol I 2521 9 1 sal - I + 471 5~sl i + s3 l P 2671 'I z ss.
1 P~ -
1Imw€epbn Tpyl Pp Y I6ayraeahn Tow
pre HpSp VaLmcs Tnekf I Ona liouf V6ianls Yftf1k8
Eaao I 10se 4 01 AG 445 I ioaa 2109
l, As I 1 109 4242 ~ sou I iaio, 1 aei
f6lFO I 1138 ] BTS S 1S I 9431 2T7
ii 53 I 1103 7173 9530 I E651 2.543
1~ 30 ~ t949~ 2 16l I ~
- - - - i - - - I - i - - - , -I - -
PRC]JECT: Riuer Crossing PUQ
JaB NQ. s020410
[NTER5ECTIDN BAFtKERIMISSION
DA7E dF CQUNT: NOVEMBER 14, 2002
PNI PEAK HOUR BREAfCi]OWN
APPROACH IMOVEMENT 4:00 4 15 4:30 4:45 11 ~
f Dass ~trk pass ~trk pass I trk pass Itrk IITOTAL I P.H F.
'Lest 161 v 121 1 151 a~ 131 oll 57 0890625
Eas#baund Through 41 1 61 1 11 l 0 31 00 26 0590909
Rignt ► I a 51 1 71 1 71 oll 28 1
'~r.. ~ 17.0ta~k1
1?i?: ¢z'~ r~~~.~'~ ~A ~ ~°-0.,f,. ~ •i,•z ~.7I''i:.°~S: ~ f~.~'.; +a~`va,"•~~ ~~h: ~''tJa~O EiGS"' ~;~4:~W,,~,~1`~~
F'ct Trucks ~ 3.57 1 11.54 ~ 2.94 ~ 00011 4504505
Left '90l f} 101 1 8 f} 51 oll 34 0.85
Westbound ThrDugh 71 fl 41 0 2 Q 8 l oll 21 065625
Rignt a 81 o 61 a 71 0 51 oll zs 0.8125_
w
;25~7" '~;~U .-;~,2~~~'~,~`. . _ '1~ - • 1,7~''.:~'d1 ' ,:1g ~-~~a.'' ° 0 -.81
I~ct Truc4~s I o QQ p 4 76p.i]0 ~ 0 00ll 1.23456$
Left 91 a, s o~ 91 or 81 ail 35 0972222
Northbound Through 931 6 101 5 971 2 1031 411 411 0.997573
Right 141 0 151 O 121 D 1[]~ oll 51 0.85
"sir,[nv i
Fa ~aa- r.~~;,~, 9,7
Ai?p_:~T~otal;,
Pct Trucks ~ 4.192 ~ 3.85 ~ 1.67 I 3.2011 3.420523
- LBft 81 0 51 0 71 0 ~z a.~z~z7~
Southhc~und Thrdugh 821 5 751 6 941 fi 811 211 351 0.933511
Righ# 171 0 141 D 151 1 171 oll 64 0949176
A"p"~p~Total~•,~~ ~:~-~'-~1~[~T~~~~. ~ ~~~~~~4~~'+'~r` s '6 r1;1'6~~: ;7 `'1`Og~~~'''^'• ~:3~~~` 4 ¢7 '
Pc4 Tr~,cks I 4.465: I 6.00 k 5.69~ 2.6811 4.697987
I I N II
Total Intersection Vrrlume 2751 12 2621 15 284 10 2711 7
~
Inter5ection Pct Trueks _ 1 4•18 1 5.42 ~ 3•40, 1 2-521
aRaecr anRr uossh-g ruo
JOB NO S020110
WTERSECTION BARKER/1NDIANA
DATE OF CAUNT NOVEMBER 16, 2002
TRAFFIC COUNT REDUCTION WORKSMEET PM PEAK HOURS ,
~ 15 M4uRe PertoO BenavrnlQ I
IAPPROACH IMOVEMENT 1 330 1 345 1 Itq 1 4/5 1 430 ~ 1,45 1 500 ~ 515 I 530 ~ 543 1 B00 ~ 615
I Inass IMr lw~ Iuk I asslmc Ith Itrk Wss luk Icn~ Rnata Itik 1n:ac luk Itrk ~oass IrA an ItA
IUn --i i ~7-Y ~ ~nast i ii i i f i i i i
Easteovie r h I I I I I I I I I I I I I I I I I I I I I I I I
1 I I I 1 I I I 1 I 1 I I I I I I I i I I I I I
w,i I, ol ~ ol '•ol ' ol'-', ol , ol' >~~o~ 'al; _"ol ol ol ol ol , ~ol ' ol • al ' ol-•.' ' ol ! ol • ol ol ol ol' o
ek a I I Wp1,IlE- I I pVpWEyI I WAIUE!I I WALUFII I kVALIIFfI I 11VAWE. I I MVAll1EII I,~!q_l~ I MVAWEII I WAWEII I MVAIIIEII I tlVA ~
Ilek ~ 51 01 JI 01 61~ 91 oi 71 ofi1i ~ei - 01 el 1 ioi 01 ei o
westowta rrrouon I I I I I I I I I I, 1 I 1 I I I I I 1 I I I 1 1
a n I zl ol zl ol ~I ol zl ol +I ol sl al al ol ol -0I lI al ,I o~ zl ol sl, o
A n.ToLl I ~I al , sl. ol " rl -ol 91 - al el - ol ~al ol el ol • el' - ol el • al ' ul o nl ol t3l o
PpTnif.kR 1 I nml I opol _I_ orol I oool I anol I oool I oao1} I onol I oml I ooal I oool 1 oao
iLeR ~1 1 I 1 I 1 1 I 1 I k i 1I- 1 I----1 1 I I 1 i
NOMOOUtl P7.-T:.l I 1RI 21 801 BI Il 88~ 61 f03~ 71 1021 II 871 11 911 21 7{1 , 71 7S1 71 6i1 21 88i 1
I 9I OI BI OI i]I~ OI 151 01 151 01 181 0N 131 OI 18I 01 17I 1 201 01 171 01 241 0
I 1211 21881 !1 10E1 l fOll 61 1fEl 71 11E1 d 1001 11 - 1071 ]1 911 31 931 31 '791 21 97~ ~ 1
Tnc4x I i 1 o . , 3571 5501 t 580~ ~ 3 8 1 0991 7871 1 3 19i 1 7061 1 2171 I f08
--ILen 2i i ai0 al 0l al~ ol 21 a6l of 31 0l sl ol 41 ol 3I al IIol 21 o
SoNnEOUd rLt~al h lal 61 91101 1111 el t0o1 81 erl 71 921 31 esl 21 971 01 9B1 31 781 01 621 21 B4I 1
I ohl 1081~~, 81. G4101: , 717i • BI 1071' r1 !1 31 "9E1 sl : 991' 21 1071 01 1011 ]I E11 _ bl 671 21 °E81 1
tks 1 5361 1 000l i A88l I 09i I 2971 1 tAHl ~ OM i 2&7l ~ 0 M1l 1 3 O8I I 175,
1[ I 1 I I 1 I 1- I 1 I ~ I I 1 I-I I
ITOUIhverseubnVWme 1 234I BI 1871 B1 I 2321 101 2131 121 2221 t01 2721 71 2081 71 2181 21 2021 61 1881 31 1541 ai 1811 2
~6#ersedbnPaTncks 1 1 3311 1 4 10l ~ 4 171 ~ 5291 1 1311 I 2931 1 1121 I 0911 ~ 288I 1 7,571 1 2531 1 104
IO lnle HowVTohunes ITrucka IOre`HOUVOMimes ITncks I
1330 I 906I t 104 1445 I 0781 20591
1745 I 8981 4 184 15O0 I 0301 1687
14 00 I aiol a us 1515 I 7771 1931
l415 I 909I asao Isao I 710l zaoo
I4 30 I ~I 2439
I I I
PROJECT: River Crossmg PUD
JOB NO. S020410
INTERSECTION: BARKER/INDIANA
DATE OF COUNT: NOVEMBER 14, 2002
PM PEAK HOUR BREAKDOWN
JAPPROACH IMOVEMENT 4:00 4:15 4:30 4:45
pass ~trk pass I trk pass ltrk Qass I trk JITOTAL I P.H.F.
Left 0#VALUE!
Eastbound Through 0#VALUE! .
Right 0#VALUE!
.0 01' 0~~ - , 0
Pct Trucks I#VALUE! I#VALUE! I#VALUE! I#VALUE! II #VALUE!
Left 61 0 71 07 1 0 11 l 0ll 311 0.704545
Westbound Through I i I 1 11 01 #VALUE!
Right 1 ~ 0 21 0 11 0 51 0ll 91 0.45
IApp:.Total` 91 - 0 0 ,161 0II '40
I Pct Trucks I 0.00 I 0.00. I 0.00. I 0.0011 o
iLeft ~ 1 0#VALUE!
Northbound Through 951 4 881 6 1031 7 102i 411 409 0992718
Right 131 0 151 0 151 0 161 0il 59 0.921875
IAPP.',T'o,tai~.'~'_~~' ' .'~'-,"';108~; . _,`~4 _~1'03~' ` ' '6 . ,1181 . • ,'.7 '~;•,1•18'~ . , ;41'~;~, 468
~ Pct Trucks ~ 3.57 ~ 5.50 ~ 5.60 1 3.2811 4.487179
Left 31 0 31 02 1 06 1 0ll 14 0.583333
Southbound Through 1141 6 100l 6 941 3 921 311 418 0.916667
Right 0#VALUE!
App. To.tal",,«, 1,171'' .;6 6 • , ;961_ - ;3 . '981 311'- 432 Pct Trucks ~ 4 88 ~ 5.50 1 3.03 1 2.9711 4.166667
I I I I il 1
Total Intersection Volume 2321 10 2151 12 2221 10 2321 1.012931
Intersection Pct Trucks ~ 4.13 ~ 5.29 1 4.31 1 2•9311
~
PROJECT Rrvm Cmsvg PUO
JOB NO. S0204 10
INTERSECTtON aUDOIWMISSION
DATE OF CAUNi NOVEMBER 14, 2D02
TRAFFIL COUNr REDUCTIDN WOftKSMEET PM PEAK HOURS
I 15 Mkurte Perbd Benoviru Bi ~
IAPPROAGI I MOVEMEM ~ 3 30 ~ 745 I 400 I 415 ~ 430 ~ 445 ~ 500 1 5 15 ~ 530 ~ 545 ~ 6 00 ~ 615
~ I Itrk ~hk Itrk I ss Itrk oan Itrk I° ass Iuk Itrk ~Dd56 Itrk ~oass Itrk eass IIA ass Itrk
' len ~nass ~In~cc I - 1 I- --1~~5$ M - f --I I 1 ~-~I 1 I 1 II f 1
eas+eouro rn,o n I +el ol ul ol iel al IU ol zol ol 12l ol +zl ol 1el ol 151 11 lel ol iol ol sl o
R n I 7I ol il ol 41 ol 41 ol il ol il ol 4i ol U ol sl ol oi ol 31 ol I 1 0
aroui I •'231 - ol 131 ol nl, al ' 151 , ol ~ 211 - ol ul ol iel al " xol ol zol , til . lel ol ' 131 al al o
anrr~.k. 1 i nml 1 0001 I oool I oool i 002-1 I oool I ooal I oool I 4761 I oml I oool I 000
LeH 1 01 01 01 01 0i 01 tl 01 01 0l 11~ 0~1 01 01 01 01 01 ~ tl 01 01 0~ 01 0
wes+nouw rnro n I ~zl +1 ul zl ni 11 ul ol 131 0l 1sl ol +sl ol 211 ol +sl al ul ol el ol i21 0
R M I I I I I ~ I I I I I I 1 I I I I I_~ I I I I I
11.- ~'ul zl +7I '.il ist ol »I ol. 'lel ol 161 ol 211' ol 16 i o ul oi ol ol ul a
o'rom 1 'ul
ve r~,rx 7 69I I u zPl , s ss) ~---=Q I o aol I 0.001 I a aal I o ool I a oql. I o ool I a aol 1 0 00
aen ~ zI i oN ai- 01 zi aN 01 oN zi 01 oi oN 31 oIFii 01 u a 41 ~ If 21 of 41 o
rrorthpourq Thro h I I 1 I I I I I I I I I I 1 I I I I 1 I I I 1 I
a m I ol ol ol ol al ol 21 0l II ol ol al ol ol ol ol ol ol II ol 01 0l ol a
o.TOVi xl ol'~ 31 ' ol t' il ol al • ol sl •~ol ol ol 31 ol 41 ol II ol • sl II ZI ol 41 a
PctTrutks 1 I oml I naol i oool I aool I oao) IaVALUEII I aaol I oool I ocal I 1ee71 I aool I oaa
Sounoouno mro n I I 1 I 1 I I 1 1 I I I 1 1 1 I I I I 1 I I I I
a m I 1, 1 I I I I I I ~ I I 1 I 1 I 1 I I I I ~ I I
oTOtal" ' I •:01. ' 0l .01 01 '.01" 0N' Oi01' L~OI OI Ol..x .OI OI OI OI' ' OI OI ' 01 01 OI OI OI , 0 '
~ ~ LU1 I qVAI l IF' I I pVAIUEIJ,_____ I b A ' I WAWEI
PC Tnicks I I Al 11E- I I WALl1El I I pVA I 9VAl11Ef I I JNALUEI I I tlVALUEI I ~ NALI.iEI W
i W i i i
ITOtaIMrer~clnnVoMane ~ 771 11 261 21 431 11 321 01 371 0l 291 01 151 0l 451 01 371 11 781 11 241 0l 221 0
IinmrseaunaaTncxs I I 2631 i e671 I 2331 I oool I oool I oool I oool I oool I 2e31 i zsel I oaol I ooo.
IraerseaonTOw Ica ( Uaerseaonroallaa I
One Hou VoMVnea Tiu[ks Ore Hau VoMmes Tnxis
330 I iul 27e71 445 I ial osaol
745 I uzl 21131 soo I isrl 1274
400 I 141l 070e1 sts I ual 1370
4 is I 133 l ooool s•ao I 1231 1e2e
430 ~ 14e1 o.oooi I I I
i - - - - , - - - , - - - , , , - I , - , - - - , - -
pRpJECT RirtirCraSalrgPUD
JO$ ND S020110
INTERSECTCJH HARVARQIidf$SqN
pATE 6F CBIINT ftDVEMBER 19,2092
TRAFFIC COUNT RE6LCi10N W6RKSHPET PM pEAVi HOSIRS
I $3 hSkete Perlod 6e 4u+ ~
eAFAROACN IMf3VEMENT ~ 331) ~ 3i$ l 415 I 430 ~ 165 515 ~ 570 I 589 R B00 9 815
I ~trE ~pars jVk _~p~~~trc Inass IvkIvt Ieasa Ifr1¢ lfrx Ip~&a Itrk Itr& knasa Itrt 1Ipass itrk 1- I7rw
Lefl 6~~ QI 71 9tl pi B! 01 01 61 61 0l 10f 0 Fa 0 51 q 6f 0f 31 0
Eaaenwnn r n I I I I I ~ I I I I I I I i 1 i I
Rx,ra I azi pl atii ol zol ol zsa ol isl al z~l ol xfl ol 301 ol 251 ol xzl ol iel ai i+4 0
u:roui , - c-~~I'+ '=7e, iol~ c, ~.-zslu 1~01-1 ' 61' °261 - • ~,•pi•. ' 35 i ~ .ol asi •ol"= ui: . ol ' - -asi, ol . 271 . ~ ul ~ xsl ' nY irl . o
I I o ool ~ o.aul ~ a rol i ❑ nol 4 0 00l I u na~ I o oa
Atl Prucks I o I n aal i o ool I ❑ oa
200 - ~ ~ - _ - - - - -
lich I el o ~iil- ei -±I aoi a i~l bl 151 ol tisl ol 171 al +f o7 ~ 1 ~al a
waS+no~e rnro n I < o! ai al si al ai o~' 11 ai ~I ol sl ol al ol 71 a1 e6 0l u+ l ~I o
R m I ~ 01 21 0l 1I ol el a1 al ul 24 ol +I ol 31 ol el o ~I ol I i nl al o
.•1l~.~;:~~91:•.a ' il .°u 191 '1I. ^y,..»I'~...,r` cl , 13l + ol ssi,' • ~ olv...x1I` atr~ aalN o1J, : "ttl • ol' ts1 `..1I' ..171 u
r4r.1 ,r'l ~''+tal •a '.*'q1 •r•~11911 1 r
PdTnitkR 1 I ers~' f soal I -~UI i sxsl f ~1 I em1 ~ aool I ami. 1 r1.[~L_.~.. .I e~Y I axsl I aon
iLen zoi xq r~~ dpl 1+1 a~ 24 I ul asp nl tsi an, ari ul +ei a9 18 aY 241 oi
++omwowd ^rmm h I 1131 oi sgl aael ❑I iaai ol 1151 ol itial ol +oal ol eol 01 +I 821 al 1+21 ol esl o
R n I f 1 ~ I I f- I I ~ I I 1 I ~ I ! I I I I
- u rdr,1 ~i ~ssl , ••`-zf ` 122Il° ; all' 1evl'~ • F , p~~~ a `1asl t 1 al~ ' +401 ' ~al ~ fzs~ 'a#• saal -al~-~'+aal il - 1oa! - - a1 1s7l ~ •ul- 1aol - ' :t
veernKks I I +ael 317 - , I_- awll_ _ I nuol I rsool oool ` nonl 4 0001 oav~ oeu
--........Leh_
saanamxid rr.v n aal ol 7721 nP ol esi ol ssl vl ael 11 841 il aoi 11 rv ol asl ❑I 6i1 ol s+l o
R M ~ B~ 0~ S~ 0i 31 [1l 61 17l 71 1N 51 0N 2l DI 51 0N 7 0N 7l aN 2i ol 41 0
oTnLl'~r 871!°~-~~UI".•,i.-LZ~'.-;~.2!:,•,'Tel•xr•^-i01i~,-76'65j,. 11- 611 "•."9I•~' S61 7I ' &51 •'s7I `911 " ~0l - 561," " ON 87i c! 551, ~ 0
an in~s I I ~~I I 738 '1 J 0001 ~ a ml 1 i ssb I__ t~,gl___._ I a t5 I t I o ool I n aol I ❑~C ~ 0 9Q
i i
ro~aimeeraecehnVaiw+~ ~ xrz~ 21 zsIl 1I x~1l sl zaal rE 243l Ii 727Y il xeok til 23+1 il... 27e1 wl 2066 DI zz~ il aeel +
nPC[Tnxk6 ~ G73~ l 271~ ~ 976~ I OW1 ~ 0d1l ~ 9611 ~ 076l-- - ~ 4671 I 03£1 ~ 0410 ~ 6421 ~ ❑53
~Iraerse[on
I qWmoim Tntal kPa ~ 4itersedqn 7plal I Pa
f Ore Flour VaM~xs ~Tnmks or~e Mow VaMnes 7rucke
330 ~ 90541 101il A 45 I 19251 0]82
3+3 I 70241 09771 1500 I 0991 03001
'un I asal 04021 is+s I 95e1 o aial
415 I 1oml (14001 Isau 9 5x+1 0 32sp
~am I eael ❑e~~ I I I ~
f i - - - - - I - - , - - - , - - i - i
i
PROJECT, River Crflssing PU❑
JC1B NQ. 3020410
1NTER5ECT14N: HARVARpIM1551C)N '
C3ATE ❑F COUNT NOVEMBER 19, 2002
PM PEAK HOUR BFiEAKD(]WN
APPRGACH IMOVEMEN`f 3:30 3:45 400 4:15
I pass I trk pass Itrk pass Itrk pass I trk JITOTAL I P.H.F.
~eft 61 o a a~ 61 ai- 61 all zs 0892857
Eastbound Thraugh l I I I 1 0 #VALUE!
Right 221 CJ 211 U 201 D~ 241 01 87 0.90525
s 3i4H1' t. eB. ~ ..1~.3 g~;;:f '4'.~"' ~ b +"'`;'a^~rg s x•~I s~ _ ' - , 474F R. ~ : n r':::;:{'.F ♦ q?
g7otal~~'~:~~I ` ~fi ~~r ~.i': U z; U'~~3~''' nNN -
Pct Trucks ~ fl.ofl 1 ~ 0•00 ~ 0 00 I 0.0011 a
Le#t 91 11l 1 81 1101 i€l 41 0531818
Westbound Tnrougr, 41 oL 61 o 21 o 30 ail 15 0.625
Right 11 0 21 o, 11 D 51 oll 91 0.45
;-e- ~,~-~3: W ~.x: ~ , ~ x M~«e• ~-ry 4,; • ~ ~.t _ mr.4~ s- s
pp s . _ I" . _ ~,5 .,r= I, ~-:°~~;i~,`~ `~~~~~p ; 1
9Pct TruCks , I o ao I 5 ao r 8.331, I 5 2611 4 6153851
Left zal 2 231 4~ 211 o 241 ail 941 0979167
Northbaund Thraugh ' 1131 0 99 1 0 1391 0 10a l all 451 0811151
Right 1 0#VAtL,fE'
:~a`n• 3= w,t. d N :n , °~T;;.;.. ~ ri~, U; a - : . n.r - r~1,.• . - ,i c 3V tiR 4F ~i'^~.7+.]'
Pct Trucks ~ 1 48 ~ 3 17 ~ 0.00 1 0-0011 1.1 CY0917
Left I I I al o#uALuE±
5outhbound Through 891 0 77 Z 731 q 69l 0ll 310 0870787
Rignc 81 v 5 o 31 o 61 O►l 22 0.6$75
t ~rTSI' Q 332
Pct Trucks I ti ao 1 238 I o ao I a.oafl 0.60241
I I I II ~
Total Intersectian Valume 2721 2 251 7 2731 1 2411 111 i1'Q541Q.965201
Intersection Pct Yrucks , I 0 73, ~ 271, 1 036, 1 4•40II ~
ExIsTING (2002)
LEVEL OF SERVICE
CALCLJL►qTIONS
Twa-Way Stvp Cantrpj
TW[]-VIfAY STOP CONTRC3L SUMMARY
General lnformation iSite Information
Analyst CAM Intersection Barkerl Missiorr
RgencylCo. CLC Associafes .3urisdictian Spokarre Coc►nty
Date PerFormed 1112012002 Analysis Year Exisfrng (2002}
Rnalysis Time Period AM Peak F-Iaur
Prvject Clescription S02041 U- Rrver Crossing PUD
EastlWest Street: Miss►on Avenue INorthlSauth Street: Barker Road
Intersection Orientatiorr: No►fh-Soufh l5tudy Period (hrs): 025
Vehicle Volumes and Adjustrnents
Major $treet ~ Northbound ~ Southbound
Movement ~ 1 2 ~ 3 ~ 4 ~ 5 ~ 6
L T ~ R ~ L ~ T ~ R
' voiume ~ T ~ 17¢ ~ 26 ~ 20 ~ 337 I 56
Peak-Hcaur Factor, PHFI 0.97 1 0.97 I 097 1 0-97 1 0•97 1 0•97
Hourly Flow Rate, HFR ~ 7 ~ 979 1 26 1 20 ~ 347 ~ 57
Percent Heavry Vehiclesl 0 1 ~ ~ 7o ~ ~
Median Type ~ Und►u►ded
; RT Channelized 0 0
Lanes 0 ~ 1 ~ 0 ~ 0 ~ 9 ~ o
CQnfiguratian ~ LTF2 LTR
' UpStream Signak 0 0 ~
' Minor 5treet ~ Westbound ~ Eastbound
Movement ~ 7 f 8 ~ g 10 ~ 11 ~ 12
I L ~ T R L ~ T I R
- Valume ~ 69 ` 24 15 ~ 17 ~ 5 ~ 37
Peak-Nour Factor, PHFI [].97 ~ 0.97 1 0 97 1 0.97 ~ 0,97 1 0.97
Hourly Flow Rate, HFR ~ 62 ~ 24 ~ 15 ~ 17 ~ 5 ~ 38
Percent Heavy Vehicfes 6 ~ 8 ~ 93 ~ 0 ~ C] ~ 8
Percen# Grade (°l0) D ~ 0
Flared ApprQach N N ~
5tarage I I o ~
F2T Channelized o o
LaneS ~ 0 ~ 1 ~ 0 ~ Q ~ 1 ~ Q
Gonfiguration LTR LT,R ~
Qelay, queue Length, and Level af Serviee ~
Approach ~ N8 ~ SB W estbound Eastbound
Movem ent ~ 'I ~ 4 7 8 ~ 9 10 ~ 11 ~ 12
Lane Ganflguration ~ LTf? ~ LTF2 ~ LTI4 LTR ~
I
v (r+ph} I 7 I 20 101 ~ 60
G(m) {vph} ~ 9166 ~ 1320 3$7 ~ 507 ~
vIc 0.01 ~ 0.02 ~ 0.26 0 92 ~
~
- 95°Ia queue length aC]2 ~ C1.05 ~ 1.03 040
~
Control DeEay ~ 8,1 7.8 ~ 17.6 ~ N 131
LOS ~ A A I ~ C B N
ApProach DeIay ~ ~ 17.6 ~ 13.1
APProach LC]S ~ ~ c ~ B
file:IlC:lDacuments and Sett1ngslCRA1GMA1Loca1 SeCtingslTernpiu2k 1 qE.tmp 1211 3120d2
Twa-Way Stap Gontral -
; TW(3-WAY 5TOP CCINTROL SUMMARY
I General Irafarmatian ISite Infarmation
( Analyst CAM Intersection Barkerl Missron
' AgeneylCo. CLC AssQC►afes Jurisdictivn Spakane Caunfy
C7ate Rerformed 9912012002 Analysis Year Exrstrng (2002)
_ Anafysis Time Feriod PM Peak Nour
Project Uescription S020410 - River Crossrng PUD
EastfWest 5treet MissroR Rvenue [IVorthlSQUth 5treet 8arker Road ,
IntersecRian C7rientation• Norfh-5outh iStudy Penorf (hrs): 0.25
i Vef'11Cle VQlUfI'le5 afld JJ011djL15t11"I@ntS
Major Street ~ Northbnund ~ Southbound
Movement ~ 1 ~ 2 ~ 3 ~ 4 5 ~ 6
I L I T I R I L T F R
- Volume ~ 35 ~ 491 I 51 ~ 32 359 4 64
Peak-Hour Factar, PHFI 0.97 ~ 0.97 1 0.97 ~ 0.97 1 O.97 ~ 0.97
Hourly Flow Rate, HFR ~ 36 423 ~ 52 ~ 32 ~ 361 ~ 65
Percent Fleavy Vehicles U ~ ~ 3 ~ ~
Median Type UndiV►ded
RT Channelized 0 0
_ Lanes ~ 0 ~ 1 ~ 0 ~ CI ~ 9 ❑
Con#iguration ~ LTf: LTR ~
, Upstream Signal I I a I r I 0
' Minor Street ~ Westbaund ~ Eastbound
Movement ~ 7 ~ 8 9 ~ 10 ~ 11 ~ 12
L ~ T R ~ L ~ T I R Voiurne ~ 34 ~ 21 ~ 26 ~ 57 ~ 26 ~ 28
Peak-Hour Factar, PHF~ 0.97 ~ 0.97 ~ 0.97 ~ 0.97 4 4.97 ~ 0.97
Hourly Fkow Rate, HFR ~ 35 ~ 27 ~ 26 58 ~ 26 ~ 28
Percent Weavy Vehiclesl 3 1 a 1 0 2 1 7 1 7
Percent Grade (°Ifl) 1 0 ~ 0
Flared Approach i N N ~
St4rage ~ o a ~
RT Chanrielized C1 0
LaneS 1 0 ~ 9 ~ A ~ 0 ~ 7 ~ I]
CanfiguratEOn I ~ L TR L TI4 ~
Delay, C1ueue Length, and Level of Seruice
' APproach ~ NB ~ SB ~ Westbound ~ Eas#baund
nnoyement 1 ~ 4 ~7 8 ~ s ~10 ~ 11 12
Lane Canfiguration ~ LTR LTR LTR LTR
v (vph) ~ 36 32 I ~ 82 192
c (m) (Vph) 1144 ~ 7082 246 I ~ f 234
0.03 I 0.03 0.33 0.48 ~
- 95°/a queue Ierigth ~ Q. la ~ 0.09 ~ ~1.40 I ~ i2.38 ~
i Contral ❑elay ~ $ 2 ~ 8.4 I ~26.8 I f 33.7
! LQS ~ A I A f ID I . I a
Approach Delay ~ ~ ~ 26.8 ~ 33.7
I ApPr4ach LOS ~ ~ ~ ❑ ~ p
fileJlC:lDacurnsnts and 5ettingslCRAiGMA1Laca1 SettingslTernplu2kl 12.tmp 12l1312002
Twa-Vday Stap Control
T1NO-WAY STOP GONTROL 5llMMARY
General Inf4rmation I5ite Infvrmatian ~
Analyst CAM Intersection 8arkerllrrd+ana
AgencylCo CLC Assacrafes Jurisdictian Spokane Caunty
Oate Performed 91120I2002 Analysis Year Existing (2002)
_ AnaEysES Tirne Period PM Peak Haur
Project Description S0204 10 - Rrver Gross►raq PCl[?
' EasWVest S#reet lrrdiana Avenue iNflrthf5outh Street 8arker F2vad ~
Intersection Orientation- North-South Otudy Period (hrs) 0.25 ~
~ Vehiele V'fllumes and Adjustments
- Majnr 5treet ~ Nvrthbound ~ 5outhbound
Mvvernenf ~ 1 ~ 2 ~ 3 ~ 4 ~ 5 ~ 6
I ~ L ! T I R I L ~ T I R
- VQ:ume r o ~ 409 ~ 59 ~ 14 ~ 41e ~ o
Peak-Hour Factor, PHF 0.97 ~ 0.97 ~ 0.97 f 0.97 ~ {7.97 ~ 0 97
Hourly F1aw Rate, HFR d ~ 421 60 f 14 ~ 430 I 0
Percent Heauy Vehrclesl a 1 - ~ - ~ o f I
Median 'Fype ~ tlrrdlv►ded
RT Channefized f k Q 0
Lanes ~ 0 ~ 1 1 ~ 0 0
Cnnfigurafion T ~ R ~ LT
LlpStream 5ignal 0 d ~
IVlinar Street ~ Wes#hvund ~ EastbountS
Movement ~ 7 ~ $ F9 10 ~ 11 ~ 12
~ L I T ~ R ~ L ~ T I R
volume N 31 ~ o ~ s ~ a o ~ o
Peak-Hour Factor, PHFI 0.97 1 0.97 1 0.97 1 0.97 0 97 1 0.97
Hourly Flaw Rate, HFR 1 31 1 0 1 9 1 0 0 1 0
Percerat Heavy Vehiciesl 0 1 1 Q 1 2 7 1 7
Percent Grade I 0 ~ 0
Flared Approach N N I
~ 5torage o o ~
RT Channelized 0 0
Lanes 1 0 ~ ~ ~ ~ ~ ~ 1 0 ~ 0
Configuration I ~ LR
Delay, queue Length, and Levef [af Service
Approach NB ~ SB ~ Westhound ~ Easthuund
MoVement 1 ~ 4 ~7~$ ~9 10 ~11 12
Lane Con€iguratian LT LR
' v(Vph) ~ 1¢ ~ ~40 c (m] (vRh) I 1092 357 1 I I
N/G I I 0.01 I 0.11
I I ~ I
95°/o queue length 0.04 ~ ~0.38
Cantrol ❑elay 8.3 ~ 164 LOS ~ I A Ic~ I I I
Approach neiay 16.4 ~
- - Approach LQS ~ ~ C ~
HCS7fI0OTM Copyright m 2006 UniversHy rr{Flanda, All Aights ReServed Versian 4 lh
.
, file IIC:IDocurnents and SettingslCRA1GMA\Laca1 SettingslTempiu2k1 Ib.tnp 12i1312002
Twa-Way 5top Contral -
TWO-WpY STDP CC7NTR(7L SUMMARY
General Information I5ike fnformation
Analyst ICAM Intersection l4laddin JM►ss►on
_ AgencylCo. ICLG Assocrafes Jurisdiction ISpakar+e Caunty
DatE PerFormed 11112012002 Analysis Year lExisfrng (2002)
Analysis Ticne Penrrd IPM Peak Nour
ii
Project Description S02[7410 - River Crvssing PLID
EastlWest 5treet hf►ssrcrn Avsnrae iNarthl5outh Street Aladdrrr Road
Intersection Qrientatior+- East-#Nesf I5tudy Perivd (hrs). 025
Vehicle Valumes and Adjustments
Majar Street I Easfbound I W'estbaund
Movemerrt I 1 ~ 2 ~ 3 ~ 4 ~ 5 6
~ L T ~ R ~ L ~ T R
Volume ~ 0 62 ~ 13 ~ 1 ~ 67 0
-Peak-Hnur Factor, PHF1 0.87 ~ 0.87 ~ 0.87 ~ 0.87 ~ 0.87 { 0.87
Hourfy Flaw Rate, HFR 1 0 ~ 71 ~ 14 ~ 1 ~ 77 ~ a
Percent Heavy Vehidesl 2 1 ~ ~ G f ~
fVledian Type ~ Undiv►ded
RT Ghannelized ~ 1 ~ d 0
Lanes ~ 0 ~ 9 ~ D ~ 0 0
CofIfigLIfatlaSl ~ I I TR LT ~ I
Upstream Siqnal J 0 ~
Minor 5treet ~ Northbnund ~ Snuthbvund
Movement 7 ~ 8 ~ 9 ~ 10 ~ 11 ~ 12
_ L! T{R I L I T IR
Volume ~ 13 I 0 I 1 0 ~ 0 ~ 0
Peak-Hour Factor, PHFI 0.$7 0 87 1 0.87 ~ 0 87 1 0.87 1 0.87
Hourly Flow Rate, HFR 1 14 D ~ 1 ~ f] I 0 ~ 0
Rercent Heavy Vehrclesi 6 ~ D I 0 ~ a ~ a ~ 0
Percent Grade ~ 0 ~ 0 -
Ffared Appraach N N ~
Storage i ~ o 0 ~
RT Channelized o I ~ I 0
Lanes ~ a I 0 I 0 I 0 I 0 I 0
Configuratian LR
Delay, Queue Length, and Level vf Service
Approach ~ EB ~ W6 ~ Northbound ~ Southbound
Movement ~ 1 4 ~ 7 ~ 8 ~ 9, ~ 14 ~ 11 ~ 12
, Lane CvnfiguratiQn ~ LT LR
U(vph) M ~ 1 I 15
c (m) (Vph) I I1524 ~ I 933 ~ I I I
. V/C j ~ 000 I IO- 02
95% aueue iengtn 000 0.05
Corrtraf ❑elay 7.4 ~ 9•4
- LoS ~ A ~ a~ ~ I I
ApproaCh oeiay ~ ~ 9.4 ~
Approach LO5 ,q I
file.flC:lDocuments and SettingslCR,A1GNJA1Loca1 SettingslTemplu2k11 A.tmp l Z]1312002
Two-Way 5top Control Page 1 of 2
,i -
i
T'VVC]-WAY STOP CC3NTRVL SUMRAARY
General ln'fnrmation iSite Infvrmation
- Analyst CAM Intersection Harvard I Mission
AgerrcylCo. CLC.4ssociates Jurisdiction SAflkane Gaurrty
Date Performed 7112012002 Analysis Year Existing (2002)
Analysis Time Period PM Peak Nour
Proaect Clescription S020410 - F?►ver Crassirtg PUL]
' EastlWest 5treel' Mission Avenue NorthlSouth Street Harvard Road
Intersection Orientation: North-5aufh 5tudy'Period (hrs) 0.25
I Vehicle Vglumes and Adjustments
Major 5treet ~ Narkhbound ~ Sputhbound
, Mavement ~ 1 ~ 2 ~ 3 ~ 4 I 5 ~ fi
~ L ~ T ~ R ~ L ~ T 1 R
' Vaiume 1 sa ~ 451 1 ~ o ~ 310 ~ zz
Peak-Hour Factor, RHFI 0.97 { 097 1 0.97 1 0.97 I 097 ~ 0.97
Hourly Flow Rate, HFR 1 96 ~ 464 ~ (l 1 0 ~ 319 ~ 22
PeFCent Eieavy Vehiclesl 6 I p
Median Type ~ Undivrded
RT Channelized D t]
Larres ~ 7 9 ~ 0 ~ 0 ~ 2 ~ 0
Canfiguration ~ L T T ~ TR
Upstream Signal a 0 ~
Minor 5treet N Westbaund ~ Eas4bound
Mavement 7 1 8 ~ 9 ~ 14 1 11 ~ 12
_ L I T ~ R I L ~ T ! R
uolume 1 41 ~ 95 ~ s ~ 25 ~ sz 87
Peak-Hour FactcsT, PHFI 0.97 ~ 0 97 I 0.97 1 [].97 M, 0.97 0.97
Hourly Flow Ra#e, HFR 1 42 ~ 75 1 9 1 25 1 a ~ 89
_ Percent Heavy Vehiclesl 7 1 0 1 [l 1 Q 1 7 1 D
Percent Grade (°Ie) 1 0 ~ Q
, Flared Approach ~ I M N ~
5torage o 0 ~
RT ChanneCized 0 Cl
l.anes 2 ~ 0 0 ~ 1
Ganfiguration ~ L ~ T ~ T{ti' ~ L R
C7elay, Queue Length, and Level of 5ervice
, Approach NB ~ 5B ~ Westbaund ~ Eastbnurrd
Movement 1 ~ 4 I 7 ~ 8 ~ 9 ~ 10 ~ 11 ~ 12
Lans Cnnfiguration ~ L I ~ L ~ 7 ~ TR ~ L I ~ R
~ v(vph) ~ 96 42 ~ 7 ~ 16 ~ 25 89
c(m) (vph) ~1186 ~ ~219 ~226 ~ 338 ~176 851
' v /c ~ 00,3 ~ 0.19 ~ 0.03 ~ 0.05 0.14 9 ~ 0.10
95% qweue length ~ 026 069 ~ 0.10 ~ 0.15 ~ 0.4$ ~ 0.35
, Cantrof Qelay ~ 8.3 25.3 214 ~ 96.2 ~28.8 ~ 9.7 ~
LC]S • ~ A ~ ❑ G ~ C ~ D A
Approach ❑efay ~ ~ 22.6 ~ 13.9
Approach LOS ~ ~ ~ C
file:llC.lDocumenes and SettiragslCRAIGMA1Loca1 Sett1ngslTernplu2k I I E.tmp ] Zf ] 3f2D02
YEAR 2a'10
INfTHCfUT PROJECT
LEVEL OF SERVIGE
CALGIJLATIONS
_ Twa-Way Stop Cantrol
TWD-WAY STaP CflNTROL 51JMMARY
General lnformatian iSite }nfvrrnativn
~ Analyst GAM Intersection 8arker 1 Nlission
AgencyJGo. CLC Rssociates Jurisdiction Spakane Counfy
Date PerFormed 91120I2002 Analysis Year Year 2090 wifhout prQjecf
Anafysis Time F'eriod AM Peak Nour
i Project ❑escription 502041 D- River Crossinq PUD
- EastlWest Street: Mrsslon Avenue INorthl5outh Street: Barker Road
Intersection Onentation: Norfh-Soufh I5tudy Periad (hrs) 0.25
j VehiCle VvCumes and Adjustments
Major 5treet ~ Northbound 5outhhourtd
- Mcrvement ~ 1 ~ 2 ~ 3 4 ~ 5 I 6 A
L ~ T R ~ L ~ `i' R I
' volume 4 s I 204 72 ~ 36 ~ 395 , ss ~
Peak-Haur Factor, PHF 1 0.97 ~ 0.97 ~ 0.97 1 0.97 ~ 097 0.97 ~
, Hourly FIow Rate, HFR 1 8 ~ 290 ~ 74 ~ 37 ~ 407 ~ 68 ~
Fercent Heavy+ Vehiclesl D 1 I ~ 90 k - ~ ~
Median Type ~ (Jndrv►ded ~
, RT Channel€zed 0 o
LarreS ~ 0 1 1 ~ 0 0 0
Configuration ~ L.TF2 LTR
Upstream Signal 0 D
- AA"snor 5treet ~ WEStbaund ~ Eastbaund
Mover7tent ~ 7 ~ 8 ~ 9 ~ 1o ~ 11 ~ 12
~ L ~ T I R L T ~ R
Volume ~ 129 ~ 49 ~ 38 20 20 ~ 43
Peak-Hour Factor, PHFI 0 97 1 0.97 ~ 0.97 1 0.97 f 097 1 0.97
Hourly FlQVV Rate, HFR 1 132 ~ 50 ~ 39 1 20 1 20 ~ 44
Percent Heavy Vehicles1 6 ~ B 1 13 1 0 1 0 ~ 8
Percent Grade (°lo) I 0 I D
• Flared Apprnaeh ~ N N k
- Strarage I 0 0 ~
, R7 Channelized I I ~ o I ~ I o ~
Lanes ~ 0 ~ 7 ~ o ~ o I 7 0 ~
Configuration LTR L7R ~
, [3elay, Queue Length, and Leve1 of Service
Approach ~ NB ~ SB ~ Wesibound ~ Eastbound
Movement ~ 1 4 ~ 7 ~ 8 ~ 9 ~ 10 ~ 11 ~ 12
i' Lane Canfiguration ~ LTR ~ LTf? LTR LTR ~
~v(vph) ~ 8 ~ 37 221 84
G(m) (vph) ~ 1098 ~ 9234 I I 294 373
' V/C F 0.01 ~ 0.03 0.75 ~ I I 0.23 ~
I" 95°Io queue length ~ 0.02 ~ 0.09 5.62 0.85 ~
- Cantral Defay ~ 8.3 ~ 8.0 466 97.4 ~
- Los ~ A F A I IE I I Ic I
ApproaeFs DePay ~ ~ f 46.6 ~ 974
Approach LOS ~ ~ ~ E f C ~
HCS2p00TM Cnpyright 0 2000 UnrverSity oFFlonda, A I I Aights Reserved Versian 4 16
file:llC;lDacuments and SettingslC RATC'rMAlLcacal SettingslTemplu2k122 tmp 1 ZIi 312002
Twa-1+Vay Stop Control -
TWD WAY STOP CONTRDL SUMMARY
General Information l5ite Infarmation
, Analyst CAM Intersecti4n 8arkerl Mrssivn
' AgencylCo. CLC Associates Jurisdiction Spokane County
- Date Per€orrned 11120I2002 Analysis Year Year 20 10 tivrfhouiproject
Flnalysis Tirne Period PM Peak Hour
Rro}ect Descnption 50204 90 - R►ver Crossrng PUl3
EasWVest Street: Ntrssrvn A►venue NNorthlSnuth Street. 8arker F?oad
lntersectipn Orientation NQrth-Soufh Otudy PEriod (hrs)° 0.25
, Vehicle Vflfumes and Adjustment5
Majar Street ~ Northbound ~ Southbound
Movement 2 ~ 3 ~ 4 , 5 ~ 6
~ L I T ~ R L ~ T ~ R
' volume ~ 41 482 ~ 190 r 75 ~ 411 I 75
Peak-Hour Factar, PFiFI 0.57 1 097 r 0.97 1 0.97 1 0.97 0 97
Hourly Flow f7ate, HFR 1 42 1 496 1 195 1 77 1 423 77
' F'ercent Heavy+Vehiclesl D 1 I 1 3 1 I
Median Type ~ Undivaded
; RT Channe1ized 0 1 1 1 0
Lanes ~ 0 ~ 9 1 0 1 0 1 9 ~ 0
Gonfiguration ~ LTR LTR I ~
Upstream Signal 0 ►1 ~
-Minor Street ~ Westbaund ~ Eastbound
Movemeni ~ 7 ~ 8 1 9 ~ 10 ~ 11 ~ 12
L ~ T ~ R I L ~ T ~ R
r~~lume I 160 ~ sz ~ 67 ~ 67 73 I 33
Peak-HQur Factor, PHFI 0.97 ~ 0.97 1 0.97 0.97 1 097 1 0 97
Haurly Flow Rate, HFR ~ 164 ~ 63 ~ E9 69 ~ 75 ~ 34
Percent Heavy VehicEes 3 ~ 0 ~ d 2 ~ 7 ~ 7
Percent Grade D I Q
Flared Approach ~ i N N ~
Storage o M ~ 0 ~
, RT Channelized D 4
Lanes ~ 0 ~ 1 ~ o ~ o ~ a' ~ o
Gonfiguration LTR [.TR IDelay, Queue Length, and Level of 5ervice
ApProach ~ NB ~ 5B ~ West6flund ~ Ea5tf}4ufid
Movement ~ 1 ~ 4 ~ 7 ~ 8 ~ 9 ~ 10 ~ 11 ~ 12
Lane Confguration ~ LTR ~ LTF? LTR LrF2 ~
v{vph} I ¢2 I 77 I I296 I I178 I
_ C{m} (vph) ~ 1(]75 ~ 899 76 I ~ 93 ~
~
, vlc 0.04 ~ 009 ~ I 3-89 7.91
~
95pro queue iengtn 0.12 ~ 028 ~ ~31.07 I I 1506
- Gantroi Delay ~ 8.5 ~ 94 524.4 ~
Los ~ A a ~F: I ! F I
Appraach Qelay ~ ~ 524.4
4pproach L05 ~ ~ F ~ F
fi1e:1lC:lDvcuments and SettingslCRAIGMA1Laca15ettingslTernplu2k126.tmp 1211312002
Two-Way Stop Control ` - ° - -
TWO-WAY STQP CONTROL SuiVlMARY
General Informativn ISi#e Infarmation
- Analyst CRM Intersectiarr Barkerllndrana
AgencylCo. CLC Assocrates Junsdiction 5pokane County
❑ate Perfarmed 9112012002 Rnalysis Year Year 20 10 withaut,project
Analysis Time Periad PM Peak Hour
~ I Project Descriptfan 5020490 - Rrver Crass)ng PUD
I
EastlWest Street Indrana Avenue lNatth15ouih Street: Barker Road
fntersection flrientatian: Nvrfh-Soufh iStudy Peraod {hrs}: 0 25 Vehicle Volumes and Adjustments
'-Majar 5treet ~ Northbaund ~ 5oufhbound
Movement I 1 2 ~ 3 ~ 4 ~ 5 ~ fi
I ~ L ~ T ~ F2 ~ L ~ T R
Vofume ~ a ~ 511 72 21 M 525 0
Peak-Haur Factor, PHF~ 0.97 ~ 0.97 ~ 0.97 ~ 097 0.97 ~ 097
Haurly Flow Rate, HFR ~ a ~ 526 ~ 74 ~ 21 549 0
_ Percent'Heavy Vehiclesl 0 1 - I ~ o
Median Type ~ Undivrded -
~ RT Channefized 0 ~ o
Lanes ~ 0 1 ~ 1 U 1 ~ o
Configurat«n ~ T ~ R ~ LT
; Upstream 5ignal D 0 ~
Minor 5treet ~ Westbound M Eastbound
Maaement ~ 7 ~ 8 ~ 9 ~ 1 D ~ 11 1 12
L ~ T ~ R i L I T ~ R
Valume ~ 39 ~ 0 ~ 71 ~ Q ~ 0 ~ 0
Peak-Hour Factor, P'HFI 0.97 1 0.97 ~ 0.97 1 0.97 1 0.97 1 0.97
Haurly Fiaw RaCe, HFR 1 40 ~ 0 ~ 19 ~ 0 ~ 0 ~ 0
_ Percent Heavy Uehiclesi D ~ CJ ~ a ~ 2 ~ 7 ~ 7
Percent Grade ~ 0 ~ Q
' Flared Approach N N I
Stvrage 0 0 ~
- RT Channelized Q o
Lanes 1 0 0 ~ 0 0 ~ ❑ ~ ❑
i
Configuration I LR
Delay, Queue R.ength, and Level af Seruice
Approach _J NB ~ 5B ~ Westbaund ~ Eastbound
Movement 1 I 4 ~ 7 ~ 8 ~ J ~ 10 ~ 11 ~ 12
Lane Configuratian ~ LT I LR
y (vph) 1 1 21 51 I ~ I
C(m) (vph) 987 ~ 262
vlc 0.02 0.19 95°/o queue length I I 0.07 I ~ 0-71 I I I I
CQntrol Qelay $.7 22-0 LOS A c
Approach aelay ~ ~ ~ 220 Approach LOS ~ ~ ~ C ~
file:11C:1Documents and 5eitingslCRAIGMAlIoca1 SettingslTeanp1u2k12A.tmp 1211312002
Two-Way Stop Control _ - - TWO-WAY STOF' CQNTRC)L SUMIVIARY
General Inforrnation ISite Informativn
f Analyst ICAM lIntersection [41addrrr I Missrarr
_ AgencylGa. ICLC Assoc►ates Ourisdictiorr l5pokane Cour'+ty
IQafe Perfarmed 11112012002 }Anafysis Year Year 2090 n!rfhaut prQject
Analysrs Tirrke Penod IPM Peak Nour
'Project Description S020470 - Rrver Crvssirrg P[JD
EastNVest 5treet- ,Misslon Avenue lNorthlSoufh Street AFadd►n Road
Intersectican C3rierrtatian: East-West Otudy Period (hrs). 0. 25
= Vehicle Valumes and AdjuStments
Majar 5treet Eastbound Westbound
Movesnent 1 ~ 2 ~ 3 4 5 ~ fi
I 1 L T R ~ L T ~ R
vQEume 1 rs 123 15 ~ 1 137 10
Peak-Hour Factor, PHFI 0.87 1 0.87 1 087 1 0.87 1 0.87 1 0.87
Hourly Flow Rate, HFR 1 20 1 141 ~ 77 1 9 1 157 ~ 11
Percent Heavy 1Jehic9esl a 1 ~ 1 o I ~
Medran Type ~ Llndivrded
RT Channelized 0 0
Lanes 0 0 ~ 0 D
Configurativn LTR L.TR
lJpstream 5ignal 0 ~ N 1 D
Minor Street ~ Northbound ~ Southbound
, Movernerrt ~ T $ j 9 ~ 10 ~ 11 ~ 12
fL T I R IL I T I R~
vQFume 15 ~ 0 1 ~ s I o ~ 13 ~
Peak-Haur Factor, PHFI 0.87 1 0.87 1 0.87 1 0.87 1 0.87 1 0.$7 ~
Houriy FiQw Rate, HFR 1 17 I o I 1 I s I a I 14
Percent Heavy Vehiclesl O 1 4 1 Q 1 0 1 d 1 0
Percent Grade (°/Q) ~ 0 ~ 0
- Flared Approach N N ~
5torage o o ~
RT Channelized I ~ I D I ~ a
Lanes 1 0 1 'f ~ d 1 0 ~ 1 ~ a
Configurativn L7R LTR ~
Delay, Queue Length, and Level of 5ervice
_ppproach EB W8 ~ Nor#hbound ~ 5vuthbountf
_Movernent 1 4 ~ 7 ~ 8 ~ 9 ~ 1[} ~ 11 ~ 12
, .Lane Configuration ~ LTR LTR LTR LTR ~
v(vph) 2[] 1 ~ 18 20 ~
G(m) (vph) 1422 ~ 1434 593 I I I 775
Vic 0.01 ~ 0.00 1 003 I I f003
~
95°Io queue eength ~ 004 ~ 0.00 009 008
' Cantrol Delay ~ 7.6 ~ 7.5 11.3 s$ ~
LOS ~ A I A B ~ I A J
Approach Delay 11.3 9. $
Appraach LOS ~ ~ ~ B A
file:IlC:lDocuments and SettingslCRAIGMA1Loca1 Set#mgslTemp1u2k12E.tmp 1211312002
Twa-Way Stop Cantrol
TWQ-WAY STC7P COEVTRD'L SUMMARY
C;eneral Infarmation ISite Infvrmation
Analysf CAM I ntersection Nanrard { M►ssion
AgencylGo CLC Assvciafes ,]unsdiction Spokane Counfy
- Date Performed 1112012002 Analysis Year Year 20 10 w►thout projecf
Analy5E5 Time Period PM Peak Haur
project Deseription 50204 9iT Rtver Grassrng PtJD
' EastlWest 5treet• Mrsslarr RVenue INorthl5auth 5treet Narvard l4aad
Interseckiorr DrientatiQn- lilorth-Sauth IStudy Penod (hrs): 0,25
~ Vehicl+e Volumes and Adjustmen#s
Majar Street ~ IVorthbnund ~ Southbound
lVlovement ~ 1 ~ 2 ~ 3 ~ 4 1 5 1 6
L T ~ R L ~ T I R
Volume ~ 758 528 ~ 1 a ~ 363 ~ 38
Peak-Hour Factor, PHFI 097 0.97 1 0.97 1 097 ~ 0.97 ~ 0.97
Hvurly Flow Rate, HFR 1 762 544 ~ 0 ~ 0 ~ 374 39
Percent Heauy Vehidesl 6 1 ~ ~ D I
Medcan Type ~ Undivided ~
RT Ghannelized 0 1 1 ~ 0
Lanes ~ ? C] 1 0 ~ 2 ~ 0
CQnfiguratian T T ~ TR
Upstream 5ignal 0 Q ~
Minvr Street ~ Westbound ~ Eastlaound Movernent ~ 7 ~ 8 ~ 9 ~ 10 ~ 11 r 12
~ L ~ T I R ~ L ~ `I` R
volume 48 ~ zs ~ 11 41 ~ 62 146
Peak-Haur Factor, PHFI 097 1 0.97 1 0.97 ~ 0.97 0.97 0.97
Wourly Fiow'Rate, HFR 1 49 I 26 1 17 ~ 42 Q ~ 950
_ Percent Heavy Vehiclesl 7 1 U 1 D 1 D 7 1 0
Percent Grade (°!o) 1 p ~ 0
Flared Approach ~ I N N I
- 5torage 0 0 ~
RT +Ghannelized Q 0
Lanes 9 1 2 1 a ~ T
Configuratian ~ L I T ~ TR ~ L R
Delay, Queue Length, and Lerre[ nf 5ervice
, ARproach ~ NB ~ 5B ~ Westbound ~ Eastboeand
Movement ~ 1 ~ 4 ~ 7 ~ 8 ~ 9 ~ 10 ~ 11 ~ 12
Lane Configuration ~ L L T ~ TF2 ~ L ~ ~+R
V(vpn) 162 49 13 24 ~42 150
C (m) (vph) 1914 ~ ~125 ~ 143 ~212 ~ 94 ~ I 807
vlC ~ 0.15 I 0.39 ~ 0.09 ~ 0l1 0.45 0 19
95°Ie queue length ~ 0.51 1.65 ~ 0.29 ~ 0.38 ~1.e8 ~ 0.68
Control ❑elay ~ 88 5] 3 ~ 32.7 ~24.7' ~ 71.1 105
LaS ~ a F ~ o ~ G ~F ~ 8
Approach Delay ~ ~ ~ 40.9 ~ 23.7
Approach LOS ~ ~ ~ E ~ C
~file:IlC:lDacuments and 5ettingsiCRAIGMA1T.oca1 Sett1ngslTemplu2k132 txng 1211312402
Short Report
SHORT REPQRT
General Information Site Informatian
- AnalySt CAM Interseetion 8arker/ Missron
' Agency Qr Ca. CLC Assoc►afes Area Type A[I ather areas
~ ❑ate Performed 11120I2002 Jurisdic#ion 5pakane County
Time Periad AM Peak Nour Rnalysts Year Year 2010 vvithouf,profect
; Volume and Timqng Input
EB ~ INB NB ~ SB
LT ' TH ~ RT ~ LT I Ti H ~ RT L.T ~ TH I RT ~ LT ~ TH ~ RT
; Num. of Lanes ~ 0 I 1 I Q ~o I 9 I 0 I a I 9 4 I D ~ 1 Io
Lane group I ILTR I I ILT1R I I ILTR I ~LTR I
Vofume {vph} N ao 1 20 r 43 129 1 49 1 38 1 8 1204 1 72 1 36 395 1 ss
% Heavy7er, ~o la ~o a Eo I a I o I Q I a ~o o I a
PHF 10.97 1097 10.97 10.97 10.97 `a.sT 1097 10.97 10.97 097 10.97 1097
Aetuated (PIA) I a ~ a ~A IA ~ a ~ a ~ a ~ a A ~ a ~ a
startup iast tEme I 20 I I 20~ ~ IZO I I I 2-0 I
Ext. eff. qreen I 2.0 I I 2•0 I f 20 I IZO i
Arrival type ~ 3 ~3 3 3 ~
lJnit Exterasion 1 3-0 1 1 1 3-0 1 1 1 3-0 1 3-0 I
- Ped/Bike/RraR Voiume N o I o I o I o I a ! o Io I I0 I0 I0 I a
Lane wadth 1 112.0 1 I12-0 I I I12.0 4 I I12.0 1
ParkinglGradeIParking I IV 1 0 N ~ N ~0 ~ N ~ N 1 0 ~ N ~ N I❑ ~ N
Parkinglhr
Bus stapslhr ~ Q ~0 D ~o ~
Unit Extension f 13-0 1 1 1 3-0 1 1 1 30 1 1 1 3-0 1
Phasinq ~ EW Perm ~ 02 1 03 ~ 04 ~ NS Perrrb ~ 05 ~ 07 ~ 08
G= 24.0 1 G= I G= JG= IG= 43.0 1 G= I G= ~G=
--T~ming Y_ 4 IY= 1Y= 1Y= IY= 4 IY= 1Y= 1y=
puratian Qf Anafysis (hrs) _0,25 1 ICycle Length C= 75.[] A
, Lane Group Capacity, Contral Delay, and LOS Determinatian ~
I EB I W B I NB ~ 5g I
Adt. flflw rate 1 186 1 1 1223 1 1292 1 I 1512 1
Lane group cap- I 1517 I I 1462 1 11039 I 1, I1031 I
vlc raCio 1 10- ? 7 I 1 I0-48 1 10.28 I 1 10.50 I
Green ratio 1 1032 I 1 10.32 1 10.57 I 1 10.57 I 1,
Unif delay d1 I 118.3 1 I 120.5 I I I 8.1 I 1 19.5 I
aelay factpr k ~ I B 1 fi i I l0? 9 I I 10,11 ~0 11 ~
' Increm delay d2 1 102 1 I ~ 0-8 I I I 0-1 04 I
- PF factor 1 I1-000 1 I I1•000 I 19-000 I I1•0[]0 1
Cantral delay 1 118.5 I I 1213 I 183 ~ I 99
Lane group LOS ~ I 8 I I ~ C ~ ~'a A ~
i Apprch. delay ! 18.5 I 213 ~ 8.3 ~ 9.9
Apprnach LaS i B ~ C ~ A ~ A
Intersee. delay ~ 12.4 ~ ]ntersecfian LOS ~ B
H{;S200(7fi1 Cogynght 0 2004 Univrrsity oFFlarida, All RFghss €ieserved Versian 4]b
file°IfC:1DDCUments and SettingslCRAIGMA1I.aca1 SettingslTempGs2k13T3,tmp 12113f2002
- - Short Report
SHQRT REPORT
General Ingormation Oite In#orrraation
Analyst CAM Irrtersection Barker/Mrss►on
Agency or Co. CLC Assnciates Area Type A1F ather areas
[Jate Perforrned 1112012002 Jurisdiction 5pokane Caunty
Time Period PM Peak Nour Analysis Year Year 2010 +vithout project
Volume and Timing Input
ES ~ WB NB ~ SB
LT ~ TFC ~ RT I LT ~ TH ~ R7 ` LT # TH RT ~ LT ~ TH ~ RT
; Num. af Lanes D fI I o I D ~ 9 ~ Q I 1 0 Q I 1 ~ D
Lane group LTF2 ~ I ~L7f2 1 ~ ILTR ILTR I
' valume (vpn) N 67 73 1 33 1160 1 62 1 67 1 41 1482 1190 1 75 1411 1 75
°lo Heavy veh ~0 1 0 I0 ~0 1 D 1 0 1 D 1 0 1 f) 1 0 ~ 0 1 0
PHF 10.97 10.97 10.37 0.97 1097 10.97 10.97 10.97 10.97 10.37 0.97 10.97
Actuated (PIA) ~A ~ fil ~ A A ~A ~ a ~A ~ A ~ A ~ A A ~ R
Startup lost #ime ~ IZO I I 2•4 I f 2-0 I I IZO
Ext eff, qreen N 12.0 2.0 I 20 f [ I2-0
Arr€val type ~ 1 3 ~3 1 3 1 1 3
Unit Extenssan 1 130 f 1 1 30 1 1 1 3.0 1 1 1 30 1
PedlBikelRTOR Volttrne 1 n I o o f o l a 1 0 I a I 1 0 I0 1 0 I Q
, Lane Width 1 192.0 1 1120 1 1 112,0 112.0 i
ParkinglGradelParkEng ~N I0 ~ N ,h! I0 ~ N I N ~0 ~ N N ~ 0 ~ fV
Parkinglhr
Bus stopslhr a o Q U ~
- unir Extension I f 3-o I I I30 I I 1 30 1 I I 30 I
Phasinq ~ EW Perm 02 ~ 03 04 , NS Perm ~ 06 ~ 07 ~ 0$
G= 24.fJ ~G= ~Gr G= ~G= 43.C1 G= I G= ~G=
Timmg Y= 4 lY= I Y- I Y= IY^ 4 Y= IY= - lY=
.
❑uration of Analysis (hrs) - 0.25 ~ ICyele Length C = 75.0
Lane Group Capacity, Cuntrol ❑elay, and LQS aetermination
I EB I W B I N8 ~ SB
Adl flow rate 1 1178 1 1 1298 1 I 1735 1 1 1578 I
Lane group cap 1 1477 I 1 1427 1 I 998 1 I 1993 I
v!c ratio 1 1037 1 1 1070 I 1 0.74 1 I 10,63 1
Green ratia 1 I0.32 1 I I D.32 I 1 10.57 I 1 10.57
Unif. tielay d1 1 1197 I I 122.3 1 I 111.8 I 1' 11[].7
[?eFay factor k 1 10.11 I 1 1026 1 10.29 I 1 10.21 1
- Increm. delay d2 1 10.5 I , 5.0 I I 29 I I 11.4 1 1
~ PF factor 1 11000 I1.000 1 I 19 000 1 I I1.000 I
Gantrol defay I 120.2 127.3 1 I 114.7 ~ I I122 I
Lane grosap Lf3S C I ~ C I I ~ B I I IB I
~
Apprch delay ~ 20.2 ~ 27.3 I 14.7 12.2
Approach LD5 ~ C ~ C ~ 8 ~ B
i Intersec, delay ~ 16.5 ~ Intessectipn La5 ~ 8
xcs2ooaT" Copyf'1g}lf (47 2Q40 LJntverSiiy UTFIUnda, All ftsghts Reserved Version 4 lEr
~ fi1e:11G:1Docurnents and SettingslCFtAIGMA1L,nca1 Sett1ngslTempls2k148 tmp 1211312002
YE►4R 2010
WITH PROJECT
LEVEL OF SER1fICE
CALCCJL►4TIONS
Shvrt Repart -
SHdRT FtEPCfRT ~
General lnformation ~59te Informatian
Analyst C.4,M Entersecfion 8arker { Mission
Agency or Co. CLG Associates Rrea Type Arl vther areas
pate Perfarmed 3912012002 Junsdiction Spakane County
Time Period AM Peak Hour Analysis Year Year 2090 with project
'I
~ Volume and Timing Irrput-
EB ~ WB ~ N6 ~ SB
LT ' 7H ~ RT ~ LT ~ TW ~ FtT 4 LT ~ TH ~ RT LT ~ TH ~ R7
Nurn nf Lanes ~ 0 I1 ~ 0 ~ 0 I1 0 0 I 9 I D ~ 0 f 9 I 0
L.ane group I ILTR I I ILTF? I I I LTR I I IL7R I
. -voiume (vpn) 21 1 34 43 1227 1 91 1 52 1 e 1208 1104 1 41 1406 1 69
% Heavr veh o 1 a o 1 o 1 o 1 o 1 a 1 o 1 o 1 o 1 o 1 0
PFiF 0.37 10.97 10.97 10 97 1097 10.97 10.97 10 97 10.97 10.97 10.97 10.97
Actuated (P/a) MA I a I .a .a IA E a A 1 a I a I a IA IA ~
5tartup lost trrne I I20 I I2-0 I I2•0 I i IZO
Ex# eff green N 12.0 1 1 12. 1 ZO 1 I 120
- Arnval type 3 3 1 ~ 3 ~3 ~
Unit ExtQnsiflh ~ ~3-O I I3-o I I I 3-o I I 30 I
PedlBikeIRTOR Vvlurne I a I a ' o I0 k0 I a I0 ! 0 I o 1 0 I a
Lane Width N 112.0 I 1 I120 ~ I 112.0 I I I120 1
ParkinglGradelParking ~+N I D ~ N I N 1 0 I NI N ~0 { N I N ~0 1 N
Parkinglhr I I I
, 6us stopslhr 0 I I a ~ I o Q
- L1nit Extension 1 13.0 1 1 '1 30 1 1 13.0 1 1 1 3.0 I
Phasinq ~ EW Perrn ~ 02 ~ 03 I 04 1 EV5 Perm 1 Ofi ~ 07 4 DS
G- 240 IG_ G = IG° I G = 43.0 1 G= I G= ~G =
; T"sming Y= 4 1Y= Y= 1Y= IY= 4 IY= lY= 1Y=
Duration of Anafysis (hrs) = p 25 ~ IeycPe Length G= 750
~ Lane Graup Capaci#y, Control Delay, and LDS Determination
I EB ~ WS 1 NB ~ 5B
Rdj flaw rate 1 I101 I 13,92 1 1 1329 1 I 1532 1
Lane graup cap 1 1519 1 1461 I I 11030 1 I 11023 I
V/C ratio 1 019 1 10,83 1 1 10-32 1 1 10•52 1
Green ratio 1 0.32 I I 10 32 1 I 10.57 1 I 10.57 I
Unff. delay d9 1 118.5 1 1 23.6 1 I 18-4 I I 19.7 1
Qelayfactor k 1 I0.17 I 1 0.37 I 1 0.91 I I 1013
- Increm. delay d2 1 1 0-2 f I 192•0 1 1 0•2 I I 105
, PF factor 11.000 1 1 I9.000 I 11.000 1 11.000
_Caratral delay 118-7 ~ I I35-6 I 185 1 110.2
Lane group LOS ~ I 8 I I I D I I I A I I I 8 I
Rpprch delay ~ 18 7 ~ 35.6 ~ 8.5 ~ 90.2
i
Appraach LDS ~ B ~ C7 ~ A ~ B
, Intersec. delay ~ 176 ~ Intersection LOS ~ B
'yCS2 pppTM Cogyright 0 2 OQfi Unsversiry of Flonda, r7l] Rights Reserved Versaon 4 Yb
~ fi1e:IfC:lDacuments and SettingslCRAIGMA1Loca1 SetBingslTempls2k153.trrap 1211312002
Short Report
SHORT REPORT ~
General Infarmation Site Information ~
Anafyst CAM Intersection 6arkerJMissrcrn
Agency or Ca C[ C Associates Area 7ype A11 Qther areas
date Performed 19120I2002 Jurssdiction Spokarre Caunty
Time F'eriod PM Peak Ftour Analysis Year Year 2010 uvrth praject
; Valurrte and Timing Input
E6 ~ WB NB ~ 5B
, LT ~ TH ~ RT ~ LT ~ TH ~ RT L7 ~ TH ~ RT ~ LT ~ TH ~ RT
Num Qf Lanes I0 I 7 ~0 I 0 I 1 I0 1 D i? 0 I 0 I 1 L]
Lane gsoup I ILTR I I I LTR I I I Z71R I I LTR
IAoIume (Vph) 70 1121 1 33 1224 1 89 1 76 1 41 1495 13[]3 1 91 498 77
~°,pHeawVeM o lo lo 1 0 IQ 1 0 1 0 1 0 IQ 1 0 I0 I0
PHF I0.97 10.97 10.97 10.97 1097 1097 10.97 10.97 10.97 40.97 0.97 10.97
Actuated {PJA} ~ A I A ~ A ~ A I A I A I A I A I A A A I A
Startup last time ~ 1 2.0 ~ 12-0 1 1 12•0 1 2-0 1
Ext eff green 1 12.0 1 12•0 1 12-0 1 1 120 1
ArriVal type I I 3 I I 13 1 3 I 1 1 3 I
Llnit Extension 1 13.0 1 1 130 1 13,0 1 1 1 30 1
PedlBike1RTOR Volums 1 D 1 D 1 a 1 p 1 0 1 0 I[? 0 1 0 1 0 1 a
Lane Width I I120 I 1 1120 I I 12,0 I I12-0 I
ParkmglGradelParking ~ N ~0 ~!V i N ~0 ~!V I N ~ Q N I N 1 0 1 N
Parkinglhr I I I
Bus stopslhr 0 f ~ ~0 Q ~ ~ 1 0 ~
fJni3 Extensran I 13•0 30 1 3-0 I 1 13•0 Phasinq ~ EW Persn ~ 02 ~ 03 ~ 04 ~ NS Perm 05 1 al ~ 08
G= 26.0 ~G- I G _ I G= IC= 91.0 G= ~G_ ~G=
, Timrng Y= 4 1 Y= fY= iY= IY= 4 1 Y= ~Y~ ~Y=
auration of Analysis [hrs] = 0.25 1 ICycle Length C= 750
Lane Graup Capacity, Control Delay, and LflS Deterrnination
- I IEB I WB 1 14 B I 5B
, Adj. flaw rate 1 231 1 I 1401 I 1 1864 I I 604 I
' Lane group cap I 526 I 429 I 1 1944 I I 790 I
v!c ratia 1 113.44 1 0.93 1 I I0-92 I I 10-76 I
Greerr ratio I 10.35 1 1 10.35 1 1055 I I 10.55 I
Unif. delay d1 I 118.9 1 1 1237 I 115.4 I I I13.2 1
Defay factor k I I O-11 I 1 I0.45 1 I 10.43 I I 10.32
Incrern, delay d2 ~ I O.fi I I 127.8 I I 113.3 I I 4.5
PF factor ~ I1A00 I I 11.000 I I I1.000 ~ 11.000 ~
_ Cantrel delay ~ 119.5 1 I 151.4 I I I28. 7 ~ 1 117.7 ~
l.ane group LOS ~ I B ! 1 1 D I C 8 ~
i Apprch. delay 99.5 I 59.4 28.7 ~ 177
Approach 1.O5 B I D ~ C ~ B
- intersec. delay ~ 28.9 I lntersection LOS ~ c
HCS200l7Tm Copynght kW 20~ Unrversity of Flonda, All Rsghts Reserved Versi4n 4 lb
~ f1e:11C:1Doeuments and SettingslCR-AICMA1Loca1 SettingslTempls2k15E.trnp 1211312002
Twa-Way 5top Contro] _ ' -
TWO-1NAY STOP CONTROL Sl1N1MAEtY
General Infvrmation ISIte Enfvrmation
Ar►alyst CR1VT Intersection 8arkerllndrana
AgencyfCo CLC Assaciates Judisdiciion Spokane Cour+ty '
- Date FeF-formed 1112012002 Analyses Year Year 2090 with profect
Rnalysis Tirne Period PM Peak Nour
; Prajeck Description S020490 - F2iver Crassrng PUD
EastlWest 5treet. lndiana Avenue NNorthlSouth Street: Barker Foad
InkerseGtian ❑rientation Norfh-South Otur1y Period (hrs): 0.25
Vehicie Voiumes and Adjustments - Majssr Street I NorFhbound ~ Soulhbound
MoVement 1 1 ~ Z ~ 3 ~ 4 ~ 5 6
' I L ~ T ~ R f L ~ T R
Volsame 1 o 520 E 88 I 53 I 541 I Q
Peak-Hpur Factor, PHF 4.97 0.97 097 ~ 0.97 ~ 0.97 0.97
Haur€y Flow Rate, HFF2 0 ~ 536 90 ~ 54 ~ 557 D
Percent Heavy Vehiclesl 0 1 1 1 0 1 1
Median Type I Llndrvrded
, RT Channeiized 0 0
Lanes C 0 ~ 7 ~ 7 ~ 0 D
Ganfiguratian ~ T ~ R ~ LT ~ k
LJpstream Signal ~ 0 0 ~
Minar Street ~ Westbotand ~ Eastbound
Movemenf ~ 7 ~ 8 ~ 9 ~ 10 ~ 11 ~ 12
I L I T I F2 I L ~ 1" ~ R
- valume ~ 46 I 0 13 ~ o ~ o ~ o
Peak-Hour Factor, PHFE 0.97 1 0.97 1 0.97 1 97 1 O.37 1 f1.97
Hourly F6ow Rate, HFR' 47 1 D 1 13 1 0 1 0 1
_Rercent Heavy Vehiclesl 0 1 0 1 [7 1 2 1 7 1 T
Percent Grade (°/o) ~ 0 ~ 0
Flared Approach N ~ I N I
5tora9e 0 ~ k o ~
RT Channelized d ~ 0
Lanes ~ fJ ~ +Q ~ Cl 0 0 ~ 4
Configuration Lf2
belay, Queue Length, arrd Level of Service
Approach ~ NB S8 Westbound Easibound
Moaernent ~ 1 4 7 ~ 8 ~ 9 10 I 11 12
Lane Confguration LT LR
' v(yPh) 54 60
c{m) 4Vpn} 965 ~ I226 u/c I I0.06 I 0-27 ~ I I I
' 95°/a qUeUe zengch olig 1-03 ~ I I I
, contrQl oeiay ~ 90 266
I I I I
LpS ~ A D
Approach Delay I ~ ~ 26:5
, Approach LO5 p
~ HCS2dppTM Capyngbt m 2000 Unsversity oFFlorsda, t731 Rights Aeserved VerSion 4 lh
fi le:fiC:lT]ocuments and Sett1ngslCRA1GMA\Local Sett1ngslTernp0u2k1 f 2.tmp 12f l 3120Q2
Two-Way Stop Cantrol
T1NO-WAY 5TC]P COiNTRDL SUMMARY
General Information 5ite Informativn
' Anafyst ICRM intersection Ofaddin ! Missron -
AgencylCo IGCC Assocrates Jurisdiction IS,pakar+e Cvunfy
E]ate Perfarmed 11112012002 Analysis Year NYear 20 10 wrth prpject ~
- Analysis Time Period IPM Peak Hour I ~
Project Description S0204 10 -River Crossi►ag PUD
EastiWest Street; Missron Avenue INarthlSouth Street: Aladdrn Road
Intecsection C7nerrtatian: Easf-West MStudy Periad (hrs)- 0.25
Uehicle Vofumes and Adjustments
Major Street N Eastbound Westbound
Movement ~ `k N 2 ~ 3 4 ~ 5 ~ fa
L ~ T ~ R ~ L r T ~ R
volume N 50 ~ 268 I 15 N 1 ~ 219 N 10
Peak-Houo- Factor, PHFI 0.90 N 0.90 1 0.90 1 0.90 1 0.90 1 0.90
' Houriy FEow Rate, HFR 1 55 ~ 297 1 16 ~ ? 1 243 11
F'ercent HeaVy Vehiclesi d ~ N ~ 0 N .
Median Type ~ Und►vrded
, RT Channelized 0 0
Lanes ~ a 0 ~ ❑ 1 ? ~
ConfiguraTion ~ LTR LrR ~ N
Upstream 5ignal ~ N 0 0 M
Minor 5treet ~ Nor'thhvund Svuthbound
Mavement N 7 ~ 8 ~ 9 10 ~ 11 12
IL ~ T ~ R L ~ T R
Voiume 15 ~ D ~ 1 N 6 N Q 31
Peak-Hour Factor, PHF 0.90 N 0.90 1 0.90 N 0.30 ~ 0.9(1 1 090
Hourly Flnw Rate, NFR ~ 16 ~ 0 1 1 ~ 6 ~ 0 N 34
Percent Heav3+ Uehicfesl p I o 1 d N 0 1 0 N Q
, Percent Grade (°Io) 1 0 0
Flare:d Approach N N
Stora9e p
, RT Channelized o 0
Lanes 1 0 1 0 ~ Q ' ~ o
Gonfiguratian I LTF2 LTR ~
Delay, Queue Length, and Level of 5ervice .
Approach ~ E6 ~ W B ~ Northbound ~ 5vuthbound
, MoVement ~ 1 4 ~ 7 ~ 8 , 9 ~ 10 ~ 11 ~ 12
, Lane Configuratiorr ~ LTF2 LTR LTR LTR ~
v(vph) 55 ~ 9 17 ~44 ~
G(m) (vph) ~ 7323 I 1259 347 674 ~
~ .
VJc ~ 004 ~ 0.00 ~ 0.05 0.06
~
95°Io queue length ~ 0.13 I 0.00 ~ 0.15 4-19
' Coratro! ❑elay ~ 7.8 7.9 159 10.7 ~
Los N A A I IC! ~ I$ i
- Approach Delay ~ ~ 15.9 ~ 10.7
APproach LOS C ~ B
' ' fi]e:11C:LTJocuments and SettingslCRAIGMA.1Loca1 SettingslTemptu2k156.tmp 12l1312002
Two-Way Stop Contral -
TWO-WAY STOP CONTRQL 5uM11ilARY
General Infarmativn Site lnformativn
Analyst • CAM Intersection HatvardlMissron
AgencylGo. CLC Associates Jurisdiction Spokar+e Cotanty
- Qate PerFormed 1112012002 Analysis Year
Arrafysis Time Period PM Peak H6ur -
~Projeci De5cripkion 5020410 - F?►ver Grossrng P!J!?
EastlWest Street Missron Avenue tNorthl5outh Street. Narvard 1Roa[i
Entersection onentatfon: North-South IStudy Penod (hrs): 0.25
Vehicle Vvtumes and Adjustments ~
- Majar Street N Northhaund ~ 5outhbound
Movemen# ~ 1 ~ 2 ~ 3 ~ 4 5 ~ 6
L ~ T ~ R ~ l. T ~ R
- voiume N 225 I 528 1 1 I a N 363 I 54
Peak-HQUr Factor, PHFI 0.97 0.97 N 0.97 1 0.97 N 0.97 N 0.9'
Hourly Ffow Rate, HFR 1 231 544 ~ 0 ~ 4 1 374 1 55
Percent Heavy Vehrclesl fi 1 ~ N D I I -
Median Type ~ Undivided
R7 Channelized 0 o
_ Lanes 0 ~ O ~ 2 ~ 0
Canf'sguration L T T ~ TR
Upstream 5igna4 Q 0 M
Minor 5treet N Westbound M Eastbound
MaVernent ~ 7 ~ $ N 9 ~ 10 N 11 N 12
i ~ L ~ T ~ R ~ L ~ T ~ R
' voiume I 48 ~ 39 ~ 11 N 52 I a ~ 189
Peak-Hour Factor, PHFI 0.97 0.97 1 0 97 1 0.97 1 0 97 0,97
Haurly Flow Rate, HFR 1 49 40 1 19 1 53 0 994
Percent Heavy Vehiclesl 7 1 C] 1 0 1 Q 7 0
Percent Grads (°IQ) i? ~ 0
F6ared Approach ~ N N I
- Storage o o ~
RT Channelized D 0
,
Lanes 2 0 0 1
Cvnfigurakivn ~ L I T ~ TR I L R
Delay, queue Length, and Ledel of Service
Appraach ~ NS ~ 58 ~ Westhound ~ Eastbound
Mavement ~ 1 ~ 4 ~ 7 ~ 8 I 9 ~ 10 { 11 12
Lane Configuratian ~ L L ~ T ~ TJ4 ~ L I R
' y(vph) I 231 ~ N as ~20 ~ 31 53 194
c(m) (VPM) N 1099 ~ N 87 ~ 107 148 56 797
. V/C ~ 0.21 N 0.56 0.19 ~ 0.21 ~ 095 0.2¢
95% queue Iength ~ 0.79 ~2.53 0.55 ~ 0.76 4.27 0.95
Control Defay ~ 9.1 90.0 462 ~ 35.7 223.1 ~ ~11.0
' LOS ~ A F ~ E ~ E I F B
Apprvach ❑elay ~ ~ ~ 64.4 ~ 56.5
, Approach LOS ~ ~ ~ F F
file:11C.1T7ocuments and SettingslCRAIGMA1Loca1 SettingslTernp1u2k17D.tmp 1211312002
Short Report
'
SHDRT REPQRT
General Information ~..fiite Informatisxn
Analyst CRN1 lntersection Nanaard I Mission
' Agency+ or Co GLC Assoc►ates Area Type All ofher areas
- ❑ate Performed 1112012002 Jurisdiction Spakane Counfy
Time Period PM Peak Hour Anafysis Year Year 2010 with projecf
~ Valurne and Timing Input
- EB ~ WB ~ NB ~ S8
- LT ~ TN ~ RT 4 LT ~ TH ~ RT LT ~ TH R7 ~ LT ~ TH ~ RT
Num. of Lanes ~ 7 I0 ~'F ~ i I 2 ~ 0 'f I 7 I 4 ~2 I Q
Lane group ~ L ~ I'R ~ L I TR L ~ T I I I TR I
- v~lume tvphy 1 52 1189 1 48 1 39 111 1225 1528 I I 1363 1 54
% }-ieavyveh lo lo 1 0 1 0 1 0 la 1 a I I 1 0 0
PHF 10.97 1 10.97 10.97 0.97 1097 Q.97 10.97 1 1 10.97 0.97
Actuated (PtA) IA I I a I a R I A A I a I I I A A
~ startup fost time 2.0 1 12.0 12.0 12.0 1 12.0 12.0 I I 120 I
Ext e#. green 20 I I2-0 12.0 I2-0 I I2-0 120 I I I20 I
- Arnval fype N 3 1 1 3 1 3 1 3 1 1 3 1 3 1 1 1 3 1
Unit Extension 13.0 1 13-0 13.0 1 3-0 I I3-0 I3-0 I I I 30 I
Pedl6ike1RTOR lAolume 1 0 1 0 f D 1 fJ 1 0 1 a ~ 1 1 r o d 1 0
Lane Width 112.0 1 112.0 1120 112.0 1 12.0 112.0 1 1 120 1
ParkinglGradelParking ~ N 0 ~ N { N ~ 0~ N N ~ 0 ~ IV ~ N ~0 ~ JV
Parkinglhr
Bus stapslhr ~ 0 0 I o ~ G ~ ~(1 ~o Q ~
Unit Extension 13.0 1 13.0 130 1 30 1 1 3.0 I3.0 I I I 30 I
Phasing ~ EW Perm ~ 42 4 03 4 04 ~ NS Perm ~ 06 ~ 07 ~ 08
c- 24.0 ~G= ~G= ~G- ~G- 43.~? ~G= 1G= 1G =
, Timmg Y= 4 ly= lY= NY= IY= 4 JY= lY- lY=
Duration of Analysis (hrs) = 0 25 1 IGycle Lenqth C= 75.0
Lane Graup Capacity, Cvntral aelay, antl LC]5 Cletermination
I EB I WB I NB ~ SB
Adj. flaw rate 1 54 1 1195 149 151 I 1232 1544 1 I 1430 1
Lane graup cap. 1439 I 1517 1578 11198 I 539 11089 1 I 12029 1
v!c ratio 10 92 I 1038 0.08 10, 05 I 0.43 1050 I I 10.21 I
Green ratio 10.32 I 10.32 0.32 10.32 1 10.57 10.57 I I 10.57 I
Llnif. delay d1 98.9 1 119.7 117.8 1176 1 I 9.1 9.6 I 1 7.8 1
Delayfaekvrk 0.11 1 10.11 I❑ 97 I011 I I0,91 0.97 1 0.17 I
Increm delay d2 10.9 I 1(].5 10.1 I0.0 I 10.6 0.4 1 ~0.1 1
PF fiactor 11.000 1 11.000 11.000 11.000 1 I1.000 11000 1 11.000
Control delay 118.2 I 1202 117.9 1,17.6 I 19.6 I 9.9 I I 78
Lane group L.OS 1 8 1 I C ~ B 1 8 ~ I A I A I ~ I A I
APprch. delay ~ 197 ~ 17.7 ~ 9.8 78
Approach L(7S ~ 8 ~ B ~ A A
Intersec. delay ~ 11.4 ~ Intersectinn L05 ~ B ~
yCS2ppgTM Copyright 0 200(] llnrversi ry af Flvrida, All Rig,hls Reserved verS3Dn 4]b
file:J1C:li7acuments and SettingslCRATGMAtLocal Sett1ngslTerripls2k175.tmp 1211312002
Two-Way Stop Contr❑1 ~ TWt7-WAY STC}P GaNTROL SU1VIMARY .
General lnfvrmatian Site In#ormativrr
Analyst ICAM I. inlersection iRoadway A I Mrssaan
AgencylCo. NCLC Rssocrates Jurisdiction I5pokane County
IDate Perfcrrrned 11112012002 Analysis Year I Year 2010 with project
-fAnalysi5 7ime Penod IF'M Peak Haur I
_ Project Deseriptton S020410 - River Crossrng PUCJ
EastNVest 5treet: Mrssrcrn AverrUe NortYalSouth 5treet: Rvadway A
Interseetion Orientation: East-West Study Perood (hrs): O.25
Vehicle Volurnes and Adaustments
Major Street ~ Eastbound ~ Westbaund
Movement ~ 1 ~ 2 ~ 3 N 4 ~ 5 ~ fi
~ L T ~ R ~ L ~ T ~ R
irolume N 145 130 n N a ~ 148 I ss
, Peak-Hour Fac#nr, PHFI 0.87 1 0.87 0.87 ~ 0,87 ~ 0.87 ~ 0.87
; Hourfy Flnw Rate, FiFR ~ 166 ~ 949 ~ fl ~ ~ 170 110
Pescent Hearry Vehiciesi C] ~ ~ ~ o N "
Median Type ~ Undrvided
RT Channelized 0 ~ N N 0
Lanes a ~ 1 0 ~ 0 ~ 9 ~ l]
- , Canfigurativn LT TR
Uqstream 5iqnal N ~ o o ~
Minor Street N Northbound M SouthbQUnd ~
~
, Movement ~ 7 N 8 N 9 1 1[] 1 11 ~ 12
L ~ T R ~ L ~ T ~ R
dalume N 0 ~ 0 0 N 54 ~ D N 82
- Peak-NQur Faetor, PHFN 0.87 1 0.$7 N 0.87 p 0.87 1 £1.87 N 087
HQUrIy Flow Rate, HFR 1 D ~ ~ 1 0 ~ 62 0 N 94
Percent Heauy VehicFesi D ~ 0 ~ p ~ o N Q N Q ' Percent Grade (°IQ) ~ 0 0
Flared Approach N N ~
5torage Q o ~
RT Channel¢ed o 0
' Lanes D ~ a 1 0 ~ ~ 0 ~ 0
Ganfguration LR
pelay, Queue Length, and LeveC of 5eivice
ApPraach ~ EE3 ~ WB ~ Narthbaund ~ 5outhbound
MoVemerrt ~ 1 ~ 4 7 8 ~ 9 ~ 10 I 11 I 12
' Lane Configuratfon LT ~LR ~
v (vph) ~ 166 956 ~
C 4my (vph) ~ 7294 537 I
v/c N 0.13 ~ I I I I 0-29 I
~
_ 95% queue length N 0.44 ~ I I 1 I ~ 1.20
, controi oeiay N 8.2 ~ I N I I 144
- Los I .a ~ I I I I B
- Apprflach Delay ~ ~ 14.4
APproach LOS ~ ~ ~ $
file:llG'I1Dacuments and Sett1ngsOCRA1GMA1Local SettingslTemplu2k179.tmp 1211312002