27768 PE-1750B SHELLEY LAKE
- ~ IVOHTI-t1141EST, fNC.
~
11616 E IVlontgamery I3rir+e, Suite 31
5pokane 1Ia11ey, WA 99206
Fhvne: 509.534.97 11
Fax: 549S34.9755
E-mail: infa@stinorthwest.com
Certlfication Package
- Fvr
Shelley Lake
2na AdditYa►n
Dtecember, 2004
~ ~~V [E
TECI-1N1CRL REFE~ENCE E
perfarmanee Surety Reduction
A17ACH11AEPIT 3 - FINAL CERTIFICATIf]N GHECkCL,.IST (SAMPLE)
Prolect: 3F Ger6Ffieate Wead L.etter:
. Statecnent mf intenf to ceriify the praject
PE 5#amp and Signature.
Record [3rawings Rf~ifar Drawings:
~ PE Stamp and 5ignature
Lettered oertific-ation statement (9.10 5pokarre Cauniy Standards)
, Praject Documents:
- Da[iy Iraspection Reports:
Field Repcsrts: ,
i insped€on af Asphalt Pa►rirg:
140°/v On site insipsctian durinq_paving. ~
Campa[tion Reports:
5ewer trench iifts.
Water trenah Iifts.
Utsiity lrends 9itts.
Crtashed Recic Lifts. ~
Material Documents: Field and Labora#ory Tests:
Ffe1d Test Lab fies#
51ump, Air Gc~nteraf,
Concrete: ~emp.) (Break Test)
5ub-Gwade: ~ (Cnmpadion) (Gradatiorr, Prodor)
Crushed Rrrck: - (Compaction. Depth) (Gradatian. Prodor)
- Asphalt: ' (Compadian. Thic~Cness) .;Rice, Gradaton, OiC Con#enfi)
on Slfie 1nspectfans Of Oratnaige ltems: I ~
C~~uv~lEs: 9
' Gutter Inlets: 4
Cuivetts: 1
Sidsmlk Vautts: 6
Drainaqe Ritches: ~
Other:
~ - lnccming I autgoing Coerespondence. ~
QTFtiis L-, a guide line af required docurnents, but nat limited to, far finaC cee#ificafion.j
Spakane Caunty Standards Page E 10
Apri4 2002
~l
Saywer.
Encjineeting
327 W Wh Ave, Suite 2441
I ~ Spokane, WA 58204
~ (509] 744-0300
NoveTllbel" 1, 2005 (608) 744-0302 fax
i^ I
- City of Spakane Valley
1 i 707 E Sprague Avenue
Spokane Valley, WE1 99206
LI
Attn: Mr. acrhn Hahman, F.E.
Re: Shelley Lake 2"0 Additian
- ~ I]ear Mr. Hohrnan:
~ We are submitting the certification package for this project for yaur review and acceptarace 'rncluding
the fQllawing dcacumentation:
1. A three-ring bznder of inspection and testing reports far the woric constructed, prepared by
STl, incLuding the following sectivns that dacument the scope and nature of the inspecEion
- wqa'k provided.
a. Carrespondence
b. Te5t REpi?l`tS
C. Qa1~y RepOI't5 2. A set af rnyIar drawings sfiamped "Recrard T7ravving."
3. A report detailing the changes that were requared to bring the ponds into compliance with
~ thc 05-413 ordinance of the City Qf Spokane Valley.
I It should be understood that this submittal provid'es certification for the in%tially canstructed items
~ associated wath this project. This certification only implies that the iteirss shown were substantially
; built as designed, and only valid the day the as-built survey and visual certification were performed by
this engineer. This certif cation makes na guarantee that other construction activlties assaciated with
overall plat build out such as home builders ar new horne awners haue not in fact dislodged, destrayed,
, filled in ar in arey manner affected any of the items certified. lt should be noted that this letter does nat
relieve the contt'actor vr develvper from the warranties irnglied within their bcanding documents.
Should yvu have any questi4ns vr camments related t+a this certification package being submitted,
` piease do not hesitate to ca11.
; Sincerely,
Saywers Engineenng
VA-W
_ John Saywers, P.E.
Owner
Cc: Buster Heitman
~ file
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,
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Pand Reuision Report
Fi for
; Shelle]]I' Lke 2"d Addition
Spokane Valley, Washington
r NoVernber 2005
1 I
i-~
~
~ _Prepared by:
John Saywers
- 327 W. 8r'" AL'E. SUITF 240
_ SPOfG4NE, WA 9,9204
!I
This repvrt has been prepared by the staff af Saywers Engineering. Under the direction of
_ the undersigned prafessivnal engine seal and signature appear hereon.
IN ~f~
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S,'ONAL
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E JC3HN F. SAY'WERS, P.E.
~
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INTR[7DUCTIC]N
,-5helley Lake 2"d Additivn has been constructed and ps in the process of being certified.
, DurEng the as-built survey performed by TD&H, it was discavered that ponds A, B, n and E
were npt cvnstrueted per plan. The report reviews the resuEts af #he as-built survey and
presents a svlu#ivn to make Pond A perforrn as r°equired.
I
►4NALYSIS
_ The required volumes were determirred fram dhe cvnstructivn plans based on t~e required
area and depth for each pvnd. The as-built survey pravided the actual areas of #he pands
ta determine what volume was available. A subsequent site uisit redealed that Rand D had
been landscaped arad mvdifed frvm the asabuilt drawing subs#antially. After discussiorr
with John Hohman an 5eptember 8, 2005, the requErements for valume in the ponds has
taeen modified to meet the new vrdinance 05-013.
RESULTS
Ponds B and E will not requ ire any mod ificatio ns ta meet stvrmwate r requirements. 7able 1
surnmarizes the pvnd statistics for the design values as weil as the as-buil# informativn
~ provided by the Ta&H suruey.
~
Table T- Ponds B&E Sumrnary
, 05-013 Drywell Da-yvuell
Area Area VDiume Vaiume Bvttom Bottam Rim Rim
Req'd Prov'd Req'd Prvv'd EIev- EEev- Elev- EEeW-
Pond (ft2) {ft) {fe} (ft) Design Built Design Built
" B I887 787 I 371 ~ 472 I 2034.08 I2034.28 I2034.74 2034.88
~ E I 402 487 E168 ~ 209 I2031.30 I2031.40 62031.97 2031.83
, Pand D has been landscaped since the as-buil# survey was cvrnpleted and has changed
fram what vvas originally designed vr surveyed. R site visit was conducted arrcf
measur+ements taken to deterrTnine the area provided. The vwner has been informed that
f--- the pvnd wifl need #o be rnvdified as the landscaping pravides the surface area that is
reqtaired for teeatrnent, but dves not prvvide the vvlurree. The pond h a s beera mod ified to a
half-mvorr shape with curbing surrvunding the grassed area and gravel and landscaping
rvcks cavsring the sIvpe. The landsca,per waii be installing an impermeahle finer from tlae
curb ta a dep#h of 8" ta ensure that the runerff is treated privr ta infiiitratEng through the
ground. Table 2 summarizes the design values and the rneasurements that were taken in
r- the field.
j
Saywers Engineenng 2 SFIelIey LaI{e 2"' Add]C14ri
~
; Tabfe 2 - Pond D Surnmary
05-013 Drywell Drywell
; Area ►Area Vvlume Vafume gottam Bvttom Rirti Rim
Req'd Prau"d Req'd Prov'd Elev- Elev- Elev- Eleu-
E ~ Pvnd {ft2} (ft2) 4ft) (ft3) Design Built Design 6ui[t
E_D ~ 452 550 189 ~ 374 2031.47 ~2031.80 2032.14 2032.48
Pond A was built much scnaller than oniginally designed for and therefare will require
add itional mvdifica#ions in o rder to achieve water quality treatmen#. The bottam af Pond A
was nat graded as deeply as originally designed, so the rim of the inlet wiiE need tQ be
i raised 6" in order tv achieve the required valume. Table 3 summarizes the design and as-
' huiit values far Pond A.
~
Tabfe 3- Pond A Summary
05-013 Orywell Drywell
Area Area Vvlume Vafume Baftom Battam Rim Rim
~ Req"d PrtaV'd Req'd Prov'd Elev- Elev- Elev- Elev-
Ppnd (ft2) (ft2) [ft3) (ft') Design Built Design Prap
A ~ 1,120 909 468 618 2031.29 2031.85 2031.96 2032.53
-CvNGLUSlC3N
With the sugges#ed rnvdifica#ivns to the d m elevatFOn far Pond A and the liner fvr Pand D,
this site will meet the new guidelines af the City af Spvkane Valley.
-Sayvaers Engineering 3 Shelley Lake 2"' Atiditivn
~
I
~ NORTHWEST, INC.
1 6 • • YDD. E~-T 1•- • N U Y W -OE
F• ~509) 534-9711 F509 534-9755 • , stlno ~ WeSi.co
' December 2, 2004
Project No. S030048A
City of Spokane Valley
11707 E Sprague Avenue
Spokane Valley, WA 99206
Attn: Mr. John Holman, P.E.
Re: Shelley Lake 2nd Addition
Dear Mr. Holman:
Please find the following documentation on this project, that is intended to be used by you in the certification and
acceptance process for this project.
1. A three-ring binder of inspection and testing reports for the work constructed, including the following
sections that document the scope and nature of the inspection work provided.
A. Correspondence
B. 'Fest Reports
C. Daily Reports
2. A set of original mylar drawings stamped "Record Drawing."
It should be understood that this submittal provides certification for the initially constructed items associated with
this project. This certification only implies that the items shown were substandally built as designed, and only
valid the day the as-built survey and visual certification were performed by this engineer. This certification makes
no guarantee'that other construction activities associated with overall plat build out such as home builders or new
home owners have not in fact dislodged, destroyed, fiiled in or in any manner affected any of the items certified. It
should be noted that this letter dces not relieve the contractor or developer from the wananties implied within their
bonding documents.
Should you have any questions or comments related to this certification package submitted please do not hesitate to
call.
Sincerely, ~ • $jNS
STI Northwest • ~ p~ w~t,g~ ~'l
- . ~
°I have revfewed the
consrructfon and to my
knowledge /ind it to be
Brian Binsfield, P.E. insubstantial •x~;,.i?:~
Senior Engineer conformance with the ~'~'tf~~~`~ ~or
. aPProved certified p/ans
Cc: Buster Heicman end Standard
Specifrcatrons except as
Susan Murphy, CLC Associates
fle noted.° a,5-
Geot h ieal E-nginee ing • Construction Insp cCons Mate 'als Test"ng • Enuironmen af Co sult'ng • IAS IC•BO ABO/AWS ccrecJited
. , . . . . .
o~~6ENE
~ H
-
- N0, 1THWEr,lT ~~i'AMEP~~S
SOILS, TEST/NG & INSPECT/ON
June 15, 1999
STI W.O. # 99100
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Shelley Lake 2nd Addition, Construction Summary
June 7 - June 11,1999
C & B Excavating: Contractor
Buster Heitman: Developer
Deaz Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information conceming the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• No major activity this week.
• Vera Power and Light was on site performing work on Rotchford.
No major deficiencies to report at this date. If you have any questions or comments concerning
any of the items listed above, please feel free to give me a call.
Sincerely,
STI Northwest
Bruce A. Howard
Principal
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 - Fax (509) 534-9755
'53 Ua-341-ifiiel: CNTY Ul'FL P. 1/2
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- -F3,%A I 1 1 Telephvne kecord
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, B'f7ORTHWEST
~
f SO1LS, TESFlNG & 111lSpECTfClN
,
July 6, 1999
5TI W 0. # 99100
5pokane County Engineers Dffice
1026 W. 8raadway
5pokane, Wa. 99260-0170
Attn: Mr. Randy 5tranks "
Re: Shelley Lake 2nd Additian, Construcfion Summary
June 28 - July 2,1999
- C & B Excavating: Contractor
Buster Heitrrtan: Developer
Dear Randy,
This letter transmits the general cvnstructivn actiVity thai occurred on site during the tirne listed
, above. This letker is not antended to replace the canslructian daily repart prvduced by STi
Norkhwest or its staff, but it dfles transmit the general infarmatian cvncerning the cvnstruction
act'rvity. Any item that may be listed Uelvw may or may nat be in campliance with the pTans ar►d
specificativns. This letter as not intended to be a submittal for acceptance. It is for informatiunal
- u5e only-
, ! Curb subgrade density testing perfarmed and passed specificatians.
• String line on Ratchfard installed and type "R„ curbs poured frorri phase line at 13+45 to
22+78.
No tnajar deficiencies ta report at this date. If yvu haae any questions or coznments cor►cerning
any crf the items listed abvve, please feel free tv give me a ca11.
s" - Sincerely,
STINorthwest
_ Bruce A. Haward
' Principal
_ ce• File
3628 E. Ferry • 5polcane, WA 99202oPhane (509) 534-9711 • Fax (509) 534-9755
S~~GENFqq~C
v O,y
O y
y RP y
Sri ~ORTH1f ■ EST ~fA~~~, ~
SOILS, TESTING & INSPECTION
July 12, 1999
STI W.O. # 99100
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Shelley Lake 2nd Addition, Construction Summary
July 6 - July 9,1999
C & B Excavating: Contractor
Buster Heitman: Developer
Dear Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information conceming the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• `208' Pond grading occurred on site.
No major deficiencies to report at this date. If you have any questions or comments concerning
any of the items listed above, please feel free to give me a call.
Sincerely,
STI Northwest
'4 ~~~~9-►~1~
Bruce A. Howard
Principal
cc: File
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
~~GEHF/[~~~r
~ NORTHWEST AMER~~' y
SUJLS, TESTfNG 8a 11115PfCT1DN
_ August 2, 1999
STI W.O. # 99100
, Spakane Caunty Engineers 4ffice
1026 W. Brvadway
Spokane, Wa. 992617-[] 170
, Attn: Mr. Randy Stranks
Re: Shelle;y Lake 2nd Addition, Cvnstr•uction Summary
July 26 - July 30,1999
, C & B Exeavating: Contractvr
' Buster Heitman:l7evelaper
I)ear Randy,
This letter transmits the general cnnstruction actiaity that occurred on site during the #ime lisied
. abave. This Ietter is nat intended to replace the canstructi4n daily repnrt prvduced by STI
Northwest vr its staff`, but it does transmit fi'he general inforT'raation cancerning the canstnaction
activity. Any i#ern that rnay be listed }e1ow may or may not be in compliance with tlae plans and
speGificativns. Thas letter is not intended to be a submittal fvr acceptance. It is for infvrnaational
- use only.
■ Asphalt paving was installed gn Rotchfard aad prbvate roads.
0 Private drainage pands vvere graded for hydra seeding.
Na rna}or deficiencies to report at this date. Zf yvu have any questians or cvmments cuncerning
a.ny vf the items listed above, please feel free to give me a call.
Sincerely,
' S"L`I Nartkawest
.
- Bnuce A. Howard
Principal
- cc: File
3628 E.'Ferry • 5pokane, WA 99202 •'Phone (509) 534-9711• Fax (509) 534-9755
~
3820 E. Broadway 5pnkane, WaShingtan 99202
; budi1 Igei 47c G.7sVciGiLes3 ii' 1c.
.r ' geQtechnical & material engineers
' ~nd Pacific Engincering Augus€ 5, 1999
•
707 W. 7`h , Suite 200
Spokane, WA 99241 PrajectNumber L99124
~ PRO1ECT: Shelly Lake
` Spnkane, WA
SiJB.IECT: Resuits of Laboratory Testing
Repart # 2
At your request, we have prcavided laboratory testing servir.es for the subject projsct. (]ur service.s
are iimited tra the perf'omnance of specific laboratory tests, selected at your discretian.
' For this pcriad our invaivenent has been l'united ta laboratory testing of one asphalt concrete sample
submitted to nur laboratory on ]uly 29, 1939. The falkowing tests were conductsd in geaieral
accordance with the methnds 1isted:
1. C?il Content ^ AASHTO TP-53
2. Sieve Analysis AASHTO T-30
'Results are presentei Qn the attached Laboratnry Summary. If you have any questians regardirzg
t.his report, please r.all.
Respectfully Submitted:
BLDTNtiER & ASSQCTATES
~
Scoit L. Nalters
Mgr, Canstruction Servsces
SLWIgc
$ Addrcssm -2
, P►Uw*rnentS
• L&hm" Sunmary
Page 1 nf2 F.C. gudinger PE
Stephen D. Burahett PE
IrTt01 F'tr,.RRdi Jahn E. Finnegan PE
She11y L.ake Pmject Number L99124
Spokane, WA
GLfiSS A ACP
LABORATORYSUM~f~4RY
LABDRATDRY # 99-0340 99-0730
, SAMPLE # 1 A 2A
~ SAMPLED $Y Client Clieirt
SAMPLE `I'YPE Bulk Bulk
' DATE REGEIVET] 5l21I99 7f29199
UNITS SPEC
~ THEORETICAi, MAXIMUM DENSITY pcf 156.8 -
ASPHALT CONTENT °l0 5.5 5.3
, S 314" °/0 100 ] o0 100
I 112" 94-100 99 99
E 3J$" P 75-9[} 86 82
V 114" A 55-75 67 61
E #4 S - 56 51
#la S 30-42 33 34
S #34 I - 17 20
1 #40 N I1-24 14 15
Z #100 G - S 8
E #240 3.0-7.4 5.7 5.6
- budinger & associates, inc.
~gfNEq,~c
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g
~ NORTHWEST '•~,,,~,~SOILS, TESTING & INSPECTION
November 10, 1999
STI W.O. #99100
Spokane County Utilities Department
1026 W. Broadway
Spokane, WA 99260-0170
Attn: Gene Repp
Re: Shelley Lake 21 Addition
Dear Gene,
All work for the installation of the sanitary sewer at Shelley Lake 2' Addition has been constructed
in substantial conformance with the plan set and specificadons, except as note on the "Record
Drawings". At ttus time we have completed the installation of approximately 4601ineal feet of 8"
sanitary sewer, and completed the air and mandrel tesdng.
' At the request of our client, Buster Heitman, we request a reduction of all associated construction
bonds for any related work associated with this project.
"I have reviewed the construction of ttus sewer system and to my knowledge find it in substantial
conformance with the accepted plans and Spokane County Standazds except as noted."
Sincerely,
STI Northwest
a• LoQ -
~
M4
~ EMPM 06/14/6 I ~
Jay W. Logan, P.E.
Project Engineer
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
I
~6ENEII~~
a¢
s
. - , NORTHINEST
,
7OILSa TE5~~G & fNS~EC770M
April 24, 2000
S'TT W.O. # 99100
Spokane Caunty Engincers Of3Eice
1026 W. Broadway
, Spokane, Wa. 99264-0174
; Attn: Mr. Raridy Stronks
Re: 5helley La[ce - Refleciions Srubdiviisian, Construc6ion Sumnnary
Apa-i1 17 - April 24,2000
C & Q Excavating: Cvntractar; ACMF Materials, Subcontractor
Buster Heitman; DevelQper
T)ear Randy,
This letter trensmits the general constructian activity that occurred an si#e during the tirne listed
- ataove. T'his letter is not intended ts replace the constnuctivn daily repork prvduced by STI
Ncrrthwest or its st.a.ff, but it does transmit the general informatiata conceming the canstruction
activity. Any item that anay be fistedbelvw may ar may ,not te in cvmplianee witte the plans and
specificatians. 'Ms letter is not intended to be a subtnittat for acceptance. It is far informational
use oniy.
~ / Asphalt paving was instalted on 'I`imberline and Sanora..
+i ACP sampPe was callected and compaction testing pezforrned.
No majar deficiencies to report at this date. Ifyou have any quesfions nr comnent.s canc,erning
any af the atems listed abu`re, please feel free to give me acal1.
' Sincerely,
STT Norrthvves#
;
y . I.vgan, P.E.
M. C & B Exc:awating
' Buster Heitrnan
CLC File
5TI File
3628 E. Ferry ■ Spakane, WA 99202 o Phone (509) 534-9711 ■ Fax (509) 534-9755
. `
VrJF ~~~~~~~ST
~
362s E. Ferry
Spnkane, W'A 99202
(509)534-971 1
Fax (509)534-9755
FAX TRANSMITTAL
~
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Confdentialitv Notice
This dccument(s) accamRarrfirg ttft tax trammis" cataintsl lnf-Drrriafin, wl*.h is canF'idMU 2nd PrMlegW rW infmmation is intended ta ba f'Dr the
h-Armkua1 ~eoW set farth a6ove. If you sre not the MNtdW rec(piettt, please 6e awam Itut anY disctmure, OOPYing, (rt'inbuFim ause of khe corteris vf thts
irrfom'+ation Is prehibRed. Thank you
J•lsfl[asdorm -v1 0-4100 ,
, ~NrINORTHWEST
& rNsPECrIQrv
, sOIts, rEsrrNG
Aprii i 8, 2oo0
_ STI w 0. # 99100
N3r BrasCer Hertman
_ Landmarlc Development
Re Shelley Lake 2°" Additian
T)eas SusEer,
~
This letter transmits alist ofdeficient itenas assaciated with the consCnactian of strec:t and starm drainage
faci]xties for the above referenaed residential development thaC were obserr+ed nn Apni 1$, 2004. The
items listed be1Qw either hawe notbeen r,ompleted, or are currenily in non-conformarice with the
approved project plans and specificatians and agsplicabte Spokane Caunty Standards far Raad and Sewer
Construction 'i"his letCer is based on itetns observed during a site visit on Apn1 18, 2000 and is limited to
areas af the improvements whrse adec}uacy cauld be visuaily determined at the tune of our wisit.
This punchlist as miended to help yrau and yQUr cantract,or obtain "Frnal Acc.eptance" of the construction
fnr the aboVe referenr.,e.d projecC We will c+antinue to work closely with ynur ccxnLractor to complete the
listed items, but a final acceptance walk-through wiZ1 need to he requested and compleCed by a
representaiiVe from Spokane Counbj+ 'Phe ahsence nf construcd items from this list in no way implies that
any unlssted ikems have been approved or are acceptable under current Cnttnty 5tandards
Pubtic Road and i]rainage Construction
l. Back.fill all curbs to wnthin Z inches of tvp Qf eurb ar sidewalk.
2. Repair asphatC gatch an RotchfoEd Dri►+e Sfa. 17+90 Rt
- 3 Patched curh at Sta 22+50 Lt i]n Rotchford Drive is crumtaling apart.
4. Sta. 15+50 to Sta. 14+50 Rt. on 5he1ley lake Drive Contains sevet-al cracks yn the curb lzne.
5. Repair cracks in curb line an Shelley lrake Urive appraximate Sta. 9+40 Rt
6. Ins#al1 cancrete crvss gutter as per na#e 3 page 3 of G in the plans on lane Q
, 7. Regraut all man hvlos on She14ey Lalce DnVe, and NM at 9' and Galway.
~
3628 E. Ferry * Spakane, WA 99202 o Phone (509) 534-9711• Fax (509) 534-9755
c
,
8. Pnnd g Uetai1215 gage G of G histall type 1 curb inlet as pea Spokane County Standards, Verify dry
well rim e1evation, gr9ut dry we11, plant or scd tract B.
g Pand D detail 116 page dof b. Instafl type 1curb inlet as per SpQkane County Stan[iards, verafy dry
well rim elevatian.
10.Fand E detail 116 page b of b Ven'fy size and shape of pand, Install type 1 curb inlet as per Spokane
County 5tandards. -
11 Pond A tletail3Jb pa.ge 5 of 6. rnstall type 1 curb inlet as per Spokane Cvunty Standards
Please let me know when these iterris are campleted, and I wi11 schedule afmal wraZk thraugh with
Spakane County-
, SisscerelY,
i'I ~Iorthwest
/,.~'C 4 D f ~ ,
` T3onata Buss
C.E T lnspcctQr
cc. Heitman Constnzction
;
f
1
,
~ ~ORTHWEST
s+v►Ls, rESrr►vG & rNspECrronr
May 14, 2001
STI W.O. # G-70-S9941 DO
Spoicane Caunty Engineers Clffice
- 1026 W. Braadway
Spvkane,'Vda 91260-0170
Atfi: Mr. Randy 5trronks
~ Re: ShelZey Lake 2nd Addition - Canstruction Summary
Apri19- Mary lli, 2001
C & B Excavating: Contractor
Landrnark Devexopment: Develaper
• ❑ear Randy,
This letter transmits the general conswctian aeti►+ity that occurred an site during the tirne listed above. This letter is
not uttended to replace the construction daily repart prociueed by S'T[ Norfhwest or its staff, hut it does r,ransmit rhe
general information conr,erning the avnstrucdian activity. Any item 4hat may be 1isted heluw may or may not be in
compliance ►vith the plans and specifications. This letter is nat intended to be a submittal far acceptance. [t is for
inforinatianal use anly.
■ Insta1lation vf cwb and gutter.
■ Placernent af crushed stone and ACF on Rotchford Sta 5+00 to l O+OD.
■ Grade for sidewalk adjacent to newly paved Rotchfvrd.
■ Perfarm punchlist wark to inelud'e repair af cracked and spalled concreie curb, gutter, and sidewalk on
Ratchford.
IFynu havc any questions ar camments coneeming any of the items listed above„ please feel firee to giae me a calk.
2 ~ Sincerely,
STT orthw
, ~
, ~
E Lester, P.E.
oject Manager
cc: L.andmark L)evelopment - $uster Heiltnan
C & B Exr,avatian - Bvb Heitrnan
Cl,C File
- ' ST1 File
707 W. 7th AVenue, 5uite 20[] • Spokane, WR 99204 • Phone {509} 458-8840 • Fax (509) 458-6844
' ORPdHWEST QFAMF4~~'.
i
' SQ1LS, TE5T1tVC & lNSI°EGY1C?N
May 23, 2[?01
, STI W.O. # C-70-S990100
5pokane County Engineers dffiee
, 1026 W. £3roadrray
Spokane, Wa. 99254-0170
Attrn: Mr. Rsndy Strorks
i
Re: Shelley Lake 2nd Addition - Construction Summary
May 14 -May 21, 2901
C 8c B Exca►+atirig: Contractor
IJandmark L]avelaprnent: I]evelaper
Dear Randy,
'f`t►is letter trsnsmits the generai constructinn actiVity that vccurred on site dursng the titne listed abvwe. This 1etter is
I not intended to replace the constuction daiiy report produced by STI Northwest ar its siaff, but it dues transmit the
general infnrmation concemimg the construction actiViry. Any item zhat rnay be listed belaw may or may not be in
campliance with the plans and specifications. This letter is not intended to he a submiital far acceptance It is for
inforrr►ational use oniy.
■ Contractor perf'ormed carrectiae work at r+ariaus tiocations, including cQmplerion of 7'ype 1 Gurb Wet
agrons; remo►+e and replace defectiae curb and gutter; tegin dressing af backfill behind curb and gutter;
' instaliatinn of sidewal4c nn Rotchfard
■ STI Northwest nn sste at r+ariaus t4 time to monitor work being perforrned, perform concreie sampling.
Tfyou ha►+e any questions or oomments cancerning any ofthe iteans listed above, pleass fee1 free tn give me a ca11.
` 5incerely,
STII►[orthwest
~
E ~ster, P.E.
P oject Manager
cc: Landrnark Clevelnprnent - Suster Hei#man
C & B Excavatian - Bab Heitnan
C1.G File
ST3 Fi1e
707 W. 7th Avenue, suite 200 • spokane, wa 99204 •Phone (509) 458-6840 •Fax (509) 458-6844
ORTHWEST r• ~+s'+~~E~F.
$OlL$, TE$TtAfG & r111.'SPE(~i T1n1W°
7une 5, 24U 1
STI W.O. # C-70-S9901 0D
Spakane County Engirteers []fflce
1026 W. 8roadway
Spok,ane, Washin,gtan 99260-0170
" AtCn: Mr. Randy Strariks
Re: Shelley Lake 2nd Addition = Canstruetion Summary
May 21-June 1, 2001
C & B Excavating: Contractor
Landmark Development: Ilevetoper
Dear Ranciy,
This letter transmits the general construction actir+Ety that omurred on site during the time iisted aboVe. Ttiis
- letter is not intendad to replace the construction d;aily report produced by ST[ Nonthwest or its staff, hut it
does transmit the general infonnat.ion concerning the construction acIIivity. Any item that may te l'ssfod below
may ar may tio1 be in compliance with the plans and specifications. This lWer is not intended to be a
submittal for acceptance. Tt is for infosmatiaral use only.
• No wcsrk requiring 51'T Narthwest irupectian atad testing was required.
AIo major deficie.ncie.s to repast at thys time.
If ycnu tisr+e any questions or cornments +roneening any of the items listed ahcive, please feel trw to give me a
call.
s113Cerely, "
sTI EManager
, Eri cc: Landmark L3er+elraprrtent - $u5ter Heitman
C & 8 Exe.avatian - Bab I-ieitman
' CLC File
STI File
707 W. 7th Avenue, 5uite 200 ■Spakane, WA 992[}4 • Phone (509) 458-6840 • Fax (509) 458-6844
rAg~Eliq~c
STirNORTHWEST
SO1LS, 7FSTJNC & IIVi'SPECTfO1V
June 11, 2001
STI W.O. # C-70-5990i {D0
5pokane Gounty Engineers Office '
1926 W. Broadway
Spokane, Washington 99260-0170
- Attn; Mr, Randy StrQnlcs
Re: Sheltcy Lake 2nd Addit[an - Cnnstruction Summary
June 4 - June 8, 2401
C Se. B ExcaVating: Contractot
Landmark Development: Deue1oper
L)ear Randy,
I'his letter transmi#s the gencral constructian actiVit}+ that occurred on site during the time listed above.
`Phis laCter fs ntat intended to replace the canstruction daily repart pmduced by S7'I Nvrthwest nr its s#aff,
hut it does ti'ansmit the general irsfornation conr,eming the constructian activity. Any Etem that may be
lasted belovv raiay or tnay nat be in compliance with the plans and specificatiesns. `fhis letter is nut intended
to be a suhmittal for acceptance. It is far infarmatiQnal use on1y.
■ Na wQrk requiring 5TI Northwest 'snspeetivn and fesiing.
Na majvr deficiencies tv re}ort at this time.
If you have arly questivns or romments conceming ar►y of the items listed abave, please feel free to gi►+e
me a calti.
- Sincerely,
S'I'T Northwest
E Lester, P.E.
roject Manager
cc: Landmark IJevelapment - Buster Heitman
C & B Excavation - Bob Heitman
,
CLC Fite
STI File
~
707 W. Tth ►4venue, Suite 200 •Spokane, WA 99204 • Phone {509} 458-6840 • Fax (509) 458-6844
~ hIORTHVVEST
Svrts, rEsrINc & vNsPEcTraN
]uly 31, 2401
STI W.O. # C-74=S990100
Spakane County Engineers Office
1026 W. Broadway
Spokane, Washingtan 99260-017[]
Attn: Mr. Randy Stronlcs
Ae: SheRey Lake 2nd Addition - Constructioa Summery
July 23 - July 27,2001
C & g Excavating: Cantractvr
Landenark Qe►+elopment: Developcr
Dear Randy,
This letter transmits the general consteuction activity that occurred Qn site during the time listed above.
This letter is nat intended to replace the constnuction da'r!y report produced by STI Nartltiwest or its staff,
but it dnes transmit the general information conceming the ccanstructitin activity. Any item that mray be -
listed t1e1Qw may or may not be sn compliance with the plans and spccificaticrns. Tt4is letter is nat inteneied
to be a submittal for acceptanr,e. lt is for infDrmatianal use only.
+ No wark requiring 5TI Northwest testing and inspectian.
,
' No ma}or deficieneies #o eegort at this time. •
If yau have any questtions or comments concerning any of the items 1isted abave, please Feel free to giVe
nne a catl.
Sincerely,
S~I Norrth~vest
~ ~
Eri~ ter, P.E.
2
Project Manager
-cc. Landmark DeVelapment - Buster Heitman
C & B Excavation - Bola Heitman
CLC Fi1e
- STI File
~
2214 East Riverside pvenue • Spokane, WA 99202 ` Ph❑ne (509) 534-971 1 * Fax (509) 534-9755
~ ruvRtHvv~ST
.
sorLs, TEsrInrG & rNsPEGrronr
- August 8, 200I
5T[ W.O. # C-70-S990100
~ 5pokane County Engineers Office
1026 W. Broadway
5pokkane, Washington 99260-0170
Atfi: Mr. Randy Stronks
Re: Shelley Lake 2nd Addiiian - Caastrnctivn Summary
July 30 - August 3, 2001
C 8i B Excavating: Contractor
- Land'mar1c Developmenfi: Qeveloper
. DBar Randy,
'T`his letter transrnsts the general construction activity that nccurred on sife during the time lisked ahode.
This le#ter is not irnended to replace the constructian dasly report produced by STi Narthw+est or its staff,'
but it dves Ca'ansmit the general information cancer[ring the ccrostruction activity. An;y item that may be
listed below may or may not be in camgliance with the plans and sgecifications. This letfier is not intsnded
tfl lte a su6miltal for acceptance. It is for informat'sonal use only.
■ No work requ'sring S'I'I NQrthF+vest testing and inspection.
No majar deficiencies to repart at this time.
I'FyDYl hBVe any C]11F:stld[L5 [)P CATII[Zl6[1tS CoIlcefiflil7g any U~the !CE[3l5 IlSted abf.1Vea please feel ftee fv give
me a call.
` Sincerely,
STI Narthwest
' -
- 'Eric s~er, P.E.
Fro' et Nfana~er
cc: Landmark I]eVelopment - Buster Heitman
; C Bz B Excar+atian - Sob lieitman
CLC File
SH File
2214 East RiverSide Avenue • Spvkane, WA 59202 ■ Phone (509) 534-97 1# ~ Fax (5[}9) 534-9755
r 3
U.S SIEVE DPE1+f[Nf31R111CHES W U.S. SIEVE NUR45ERS I HYDROLIETER
6 4 3 21.6 1 11~~ 3 9 B $16 14 76 20 30 40 50 OD 100 ,40 200
100
~-Mi
, ' 91(3 - I ---~~J .__~-~J l_}_~.~a~
~ ~ ~.s_...- - ~ - ~
80--- • L•--- ~
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MO --~I
~ --~f . ---~I:
-
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w 50 -t----- I
U.~
,w
~ ~ . ~ - ~
~
15----~
q
100 10 1 17.1 0-01 0.01
[3FiA1N BQE IN MIkkJAAETM
cOBBLEs ~ GRAVEL I SAN4 sILT oR CLAY
coarae I am I on= I me,Wm l fto
~ spedrrien idennnflcatiflrr , Desciptinn af'Mateiial NLL 1PL ~ Pi ~Cc I cu
-1 602 1.0 ~ ACP-class a-Inland llsphaft M I I IIM 126.95
. MI Lomr LJmit 1.0 1 11.66 120.53
■J Upperlimit 1.0 ~ . . ~ ! 1 11.33 136.87
J
s~~~n ldentificagon N ~IOD I D60 I a30 D10 ~ ~Grevet m~~ ~ %Sifr Q%Aciay
602 1,0 19.1 ~ SA" I 1.282 I 0.203 43.3 ! 61.2 6.6
~ Lo~n~r E~nIt 1.0 19.1 ~ 7.023 ~ 2 ~ 4.U2 ~51.3 ~ 45.7 ~ 3.0
- I vpper unft 1.0 I19.1 I 3.756 I 0.712~ 0.102 33.3 ~ 59.7 7.0
GRAlN S1ZE D`5TR[BUTIgN
Project: Sheuy Lake 2nd
~ Locatinn: Rotc:hfard SZA 11 +00
`~~~I tiORTHWEST Nurrbes: G7D=59909 QD y
~ ~
;ent by: BUOINGER & ASSaC 6095359589 08103199 8:34RM Jnb 778 Page 111
/\C 3
LABOFtATORY 511MMRRY
DI]EC!- PRO.3ECT Na. ~ C-)'~_)
"AT ION PAGE PIO.
3{JRIITORY 0 I~S--._
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SaMPLE TvPE 1 I !
DATE REeEIuEo
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Y
budinger & as$vc3ates
:,ec:eennica~ mate•iai ?f1giReeP$
08/03r99 TuE 07:32 [TxiRX Nv 58011
' ~r~rr NdRTHWEST
I ASpHALT RICF, DFNSITYTEST
ASTM D 2041 f AASHTU T 209
DATE L/ n19
PRO]ECT NAME S ,ke [ lety te.1re P'RO]Er'I" NLTMBER 9,P
, TYPE OF hDauRE A
STZE OF SAMF'LE 31f
N[IMBER OF SAWLES_j .
TYPE OF CDNFATNER _(cigcle vne TYPE A,B,C,i) ' or F,~
TYPE (]F PAi~EU~I (circle one WEIGZ-~T TN WA'`ER, C'a'HT IN AIR
A MASS OF SAWL.E' g. (996.6
g MAss OF corr~AINER, g. 7? r 3,(9
- c MA,SS OF COVER, g.
D MASS OF C43N7'AINER + C:C}VER + WA'I ER (Fr]LI.), g• [6•Ljq 74S 7, Z
- ~ NlASS OF CtJNTAMR + SAWI.E + WA'CER, ~ 1~ S" 13 5 5-0.
~~R,~~
F Vi}L.LJIVIE OF 'GC)NTA~INEI~ cm3 J ft.'. ~ Z'~ 3, 6 10, ! B51
C,T VC]LLIME OF SAWLE, cm' 1 M. 7q3.4 1 Or b?5s
x ~DENSrrY OF sAWLF, cm3 rW. CAI(A+n-E)l ~ t ,377 / P 4 8,4-
- TEST PERFC3RMEID AT 25°C +1.7 or - 2.3 °C (+3 nr -5°F) no correction teeded. See ASTM.
, V[3LUMEOF CON'I'AINER = 5 v 3. ~ c0
4 I3ENSTT4'' I1'd PCF (R) = I]ENSI'I`Y AT cm' x 52.245. (62.43 X 0,997)
- RECORI3 DENSITY TO I1,0{]0 vns' 1 ft'
' NDTES:
' TESTLD BY. Q. L~ CHECKED BY: ~T REVIEWEp BY:
rT_ 10 all'wl NflRTHWEST
FIELD gEFClRT#
MATERYAT.~ ~AMPIJNG & TEST REPORT NO.
~
PROs1ECT ~ ~ e U-v LA PRC}.lECT # 0 0 UPCIRT DA7E 71191141
~ FIELD pATA BA7Cti DA7A ~rwATERIAL sAnPLEa ,C 11 wP_ ~ Mux Nv. 32 d 1'3 .
dAATER1AL S4fPPLIEFd L_ PM TRl7CK IVO. cl tI ~
' DA`[E SAMPLE 7A1CEN 7/I "0p! 1 T°lCKET E10. 10 11,34 Az~
~ r[ME oF swutPL[NG 16) 01' 31 D sAcKs CEnENrrcu ro 5. 7 5°
wEArHF-R 75 OF ,G feq r TrPE cEnnErvr ~F - ~
AI'Ft TEMPERi17UFtE -79*F BATCH 71ME 10i I ~
SAMPLE TY~E 6-f /z. C yt S END PLRCEMEt+1TT TiAAE Io:45- .
- srnvcauRErrPE S ~ ~ ~ LjL AonnurruRES E7 A v ~
SAMPLE LQGA'"[JIJ R(3t(.~4YGI Dirr MAX AGGREGATE SfZE -3I 9
- Z0 f 5,(1 WATER 14[30Ea (GAL]
7OTiAL CL18lC Y[]S PLACED Z 'Qof 4 0►) WIC RATI[3 v. 4 b
SAMPLE TAKEN FRDN1 12- YARDS lNTO PiACEVIEFli' []ESILaN STREA[GTH 3poC3 p5 i+~
~ .
FiELo iESTINC oAT~
TEST RESULTg BPECIFIED VALUES
~ SLUMP [utches) -7 ~Z ! h Lr v. V i L. ot.►} Ta} •
cONcRETE -rEM~ERATuRE (F) 6 S?° F S0 " 9'0° F
AIR coNTErrr 4%l . g, -I q, s-- -6. .5
wnTER ADnEO (ga3) . -0- -61
waTEwcEnENr RATIa 01 'Li 0 . S M a,)OL
LA130RA7DRY TESTING DATA
LAS ID FIELD Ip 17ATE RATE AGE SIZE AREA TQTAL LUAD Sl`12EElG'~ TESTEA F10. NC1. REC'a fiESTEA {E]AYS) - SQUA'!tE iN 4'~1 (P51) ~ BY
2,10 l 7/tQ1q $ l 7/z 6 /11 7 30ta C--K
11 19. goa ~ y z I D ~ p L-
~ g If~l~~ z~s ~ 121,nvo W2gv r~L
.
FtEV 8197 01FOFtMSIGEOTECHIM,ATERlAl, RPT 670C
•
3820 E. Broadway Spokane, Washington 99202
~
budinger & asso ' inc.
~ ~ geotechnical & mate riaQpn i~~~~
~ 0
CC: List Initials
TRANSMITTAL
. .
~
TO: .ZT EC DATE: SIig I
707 W. 7"'. .'~{P, ?M JOBNUNBIIL• Lq9/a`f
I .
. 11 9 q~ 1 JOB NAME: /Ie
JOB LOCATION:
Eaclosed he:ewith please f nd copies of the following items:
Samples Labotatory Results Plens Resume
Letter • PreliminaryData Reparts Uther
LkscriPtion:
lhese are waasmitted ns chxked below:
For Approval As Requested For Your Use
Please Rehan Reammed as Ageod _ Other .
Remaris: . .
. i~ cM
, Si~ed: . ' . . - _ . _ . . . _ .
F.C. Budinger. PE
Stephen D. Burchett PE
(50915354841 John E. Finnegan PE
i
6/14/99 Contrete ReporE Faae 1
Project: 5helley Lake 1nd Addition Job taueber: 94124 L
` Location: Spokane, iiA
e 'Date 8ty. Mix Sluop Air Spec Set Cyl. Date Luad Strength (X)
.__t Received SaOple Location Rep. No. (in.) I (psi) No. Ho. Tested Age (kips) (psi) Spe:
5/10149 5/11199 Curbs 70 lill 1 6.0 3000 tCAA
Station 73 + 20
99-0424 5/17/44 1 97 112 3450 115
94-0434 6/01194 28 114 1/2 4230 141
99-0431 6/07l94 18 120 4240 141
99-0432 N
a
1 Indicates Set not saopled Gy Budinger ~ Associates.
"'~13820 E. Broadway Spokane, Washington 99202
budinger & associates, inc.
Y_~ _Reotechnical & material engineers
PM J088
1'~%4 9a{b0
Inland Pacific Engineering cc: list Initials May 26, 1999
707 W. 7`b, Suite 200 'ISu I
Spokane, WA 99201 rA- ~ Project Number L99124
1
PRO]ECT: Shelly Lake
Spokane, WA
SUBJECT: Results of Laboratory Testing
' Report # 1
At your request, we have provided laboratory testing services for the subject project. Our services
are limited to the performance of specific laboratory tests, selected at your discretion. For this period our invalvement has bcen limited to taboratory testing of one asphalt concrete sample
submitted to our (aboratory on May 21, 1999. The following tesis were conducied in general
accordance with the methods listed:
1. Theoretical Maximum Density WSDOT 705
2. Oil Content AASHTO TP-53
3. Sieve Analysis AASHTO T-30
Results are presented on the attached Laboratory Summary. If you have any questions regarding
this report, please call.
Respectfully Submitted:
BUDONGER & ASSOCIATES
~
Sco alt rs
Mgr. onstruction Services
sLwisa
aaaressec - z
Anachments
. l.aboratory sommary
F.C. Budinger PE
Page 1 of2 Stephen D. Burchett PE
(509) 535-8841 John E. Finnegan PE
FAX (509) 535-9589 Scott L. Walters
Shelly Lake Project Nusatber L99124
Spolcane3 LVA
~C'C'J~SS A AGP
L4~ORATURYSUM~RY
LABORATC7RY # 94-0340
SAMPLE # 1 A
SAMPI.ED BY client
SAMPLE TYPE Bulk
DATE RECEIVED 5121199
, UNITS SPEC
THEOR.EETICAL MA7CIM[IM DENSITY pcf 156.8
A5PHALT CC)N'TENT % 5.5
s 3/4n % 100 100
1 1 /2TM 90'100 99
E 318R P 75-90 86
Y 114" A 55-75 67
- g 94 s - 56
#ld 5 30-42 33
S #30 1 - 17
I #40 N 11-24 14
z #10D G - 8
E #200 3.0-7.0 5.7
•
audinger & assaciates, rnc.
' geotechnical & materiaf engineers
• PM JOBiI '
' W 119tDO
, CC: Ust INtlals
~3lJ-
3820 E. Broadway Spokane, Washington 99202
budinger & associates, inc.
, ~oooe ~
+ geotechnical & material engineers
TRANSMITTAL
To: zP 6 c DATE: SIa71q9
JoB rruMBEx:
Jo8 rr,e►ME: a'-e. a''d AM.
JOB LOCATION: _ W A
Enclosed herewith please 6nd copies of the following items:
Samples Laboratory Results Plans Resume
Letter Preliminary Data Reports Other
Description:
These aze hnnsmitted as checked below:
For Approval As Requested For Your Use
Please Retum Reriuned as Agteed Other
Remarks: cc:
Sigaed: . '
F.C. Budinger PE
Stephen D. Burchett PE
(509) 535-8841 John E. Flnnegan PE
5124199 Cnnrrete Repart Pa4° 1
Prvjerts 5re13ey Lake Ynd RdditziDn Job Number: 99129 L
_ Location: Spnkane, NR -
e Oate Oty, Kix Sluep Air 5pec 5et Cy9. Date Load Strength (7.)
---Ii Received Saapie Lncatinn Aep, Na. tin.1 Z (Psa) Ho. Na. Tested Age (kips) {Asi) 5pel
w10199 5111199 Cur6s 79 1111 1 6.0 3000 tCRA
Statinn 73 + 24
99-4421 5117199 7 97 112 3454 115
. 99-0430 6107197 29
99-0431 6107199 28
99-0432 B
f
. . , ~ _
' I
t indacates 5et nat saapled by Budanger t Assnciates.
Budinner & Associates
joTl NORTHWEST
LABORATORY TESTING PROGRAM
~ TEST TO BE PERFORMED ~ TEST HAS BEEN SET-UP ~ TEST HAS BEEN COMPLETED PROJECT NAME: SIkP J!v La k2 214
REQUESTED BY: D, L'" '
JoB# gq100 DATEDUE: Sljyq`l
DATE REQUESTED: SI►3/Q9
' §bN
o , • ~
0
~h 0~ 0b `
~'v :L~ 10`y,.~~ ~j►~~ ~,~o ~U 0`'` ^,,e~~` \ ` ~ ~ R•
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REMARKS
- 206 6 vse 3/s'ow;~-s
~
~
~
~SAMPLE TYPE= JAR l8 = IAROE BAO 88 = SMALL BnG 8 = BUCKET 0 = 07MER ,
MAXIMUM QENSiTr ~ ~~~STURE CuRVEs
. . ,
" - -N= Hoa PROJECT NAME; S4LV jt✓ La 1CQ nci% . - • AEYA7iDtd: ~
-s.1 9 9. 51wP1.E NQ.: ~ C6
. 145
' TEST DATA
gMMPDA~r TEST .ql.
140 TtST Nd. . 1 2 3 4 5
~
. MOI51URE CONb[31C1N fl~oc. t iSo -Fz- ~-zco
. ,
y~ WEIGHT OF ~ MOO r-S,412 ►3,3~1'~~,~y
. WEIGHT - MvLD 9.it z A.kZ 9.~z
HET VET WDIGfiT 5qll. 3,9~ y. zz ,~y. ~~f I
130
NET DRY WEfGH T SOII. ~ 3n opw 3.9 VOL ~OLD try,~33~ ~+.ua3"S 0.033" er.ag~~
~
~zs DRX.OENSITY Pcf r~~:~~• ~r~~lS~ 116'.5'1
p~ ~
~T Wr. Or S~' L aG TARE -59r f 4 1,49
.
120 DRl( 'WT. OF 50lL & TIAE 6
7-79.0 9$o, V9G,3
. ~ ^ WEIGHT - 7ARE 99~ ~9,9-•~
< ,is WEJGHT - WATER Z ~ zq.9 ~ q"5# 'lo• G
WFIG-1T - DRY SDIL q$~?0
~ 16se)'~4597.3 4ycr~
' MOiSiURE X OF IDRY Wr. y, 0 3.8~ I?, z? ra.Z3 ~
Vy 1fo
Cl7 . ,
~ SOtL CLASS
~
% PASSING 3l4
% PAS'SING #►F
FdAItfMUM DEASITl' pcf
~ ~ - OPnMUM M01STURE %
Ga ioo
9
I
~ q
4 ~ 9 •
144-
~ ° ~ ~ •
e
_ ~ _
NC3R`'HWES'
I
4~
s~a 5-~- - ,o 20 . ' . . . ' . ' _ .
zs 3; s5 ~o 4s
MC?ISTURE (7- QF DRY 'u1JEiGHT)
I ,
STI ,1 ~ORT11T 1E~~
TNSPECTION L0G
PROJEc~ NANffi: ~ ~ ,e ~ ~c ~ 7 ~ A dr~PRa.rEcT NvM$ER: qq ~ v p
/
D.e,TE REPcs2tT zNSPECrpR INSPEC'ai'IC]N L[JCATTaN ANNn DEFrcDENcv soisED
tvUnBE't nvt'n41.s TYPE I]ESCRZPTION Y~ Y/N RFr N
4'y/! ~ ~ ~ ~ - LF++'i -q-1.0Gt vi !i., i^"
Li C-~ I 1 +0 'o,'►
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INSPECTIC3N TYf'E: C-CaNCRE'T;E I]=DENSITY I=INLETIDRYWELL M=MANHOLE P=PRESSLTRE T'EST
SS=SEWER PIPE S=STDRM SEWER W=WATER PIPE
STI NORTHWEST
INSP'ECTTON LOG
PROJFCT N °L1_e1t V-,L)lb PRO.TECT NUMB]ER: 4ri 1 v~
pATE REPOxT grSPECTt]R I,ISPECTTC7N LOCATION AND ~EFIcIENcr snLaF-D
NUMsER nqrrLuS TYpE DE5CRIrPTIC)N y/N rrrr R" a
14
-
ELL
dy S~ -11b
4
12 5-K Q
19 c-f4 C~r6s A./
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ty 's
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277 ' Iql
TNSPE+CTZC]1V TYFE: G=G9NCRETE D=DENSITY I=IlVLE'I'IDRYWELL M=MAIVHCJLE P=PRESSL3RE TEST
SS=SEV+ER FTPE S-5TQRNI sEWER W=WATE17 PTPE
`~e~~~n 1,3 k, a
. ' STI NORTHWEST
i
~ INSPECTION LOG
PROJECTNAME~~~" LAt"-- 7."O^ae PROJECTNUMBER:
, -
DATE' REPORT WSPECfOR INSPECTION • LOCATION AND DEFICIENCY sotvm
NiTNBER WmALS TYpE DESCR.IPTION Y/N Y~ Rlrr iV
«
s1 LA Z 1%
7 3 Z 55 g~~e a~ s~.•~, le- re t,- d v ic
DL D cvv-bs
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/1Z 37
1~ 1~ 7 ~ q~ t~ 4 •
Dr s Sr~ wotc^- Su a 6 2 ave~"' Esrt/S'~~ ~ ~
'l/, + 30Q SS "b
7/g 4,cl'yf la S~•Q~V..~ s~ y v~c h~-F r~o-,~.y
INSPECTION TYPE: C=CONCRETE D=DENSITY I=INLET/DRYWELL M=MANHOLE P=PRESSURE TEST
SS=SEWER PIPE S=STORM SEWER W=WATER PIPE
STI NORTHWEST
INSPECTIaN LQG
PROTEGT NAME: Iy ~ ~ e- 21,4 PROJECTNUMBER: ~~1 ~ D C3
nATE RF-PORT wsk~pl "INsPEcTrox LocATTOrrAND DMc-IENcY ' SaLVED
NUMBEa Y!N xrN PJyr
'T~' ~
E oEseR[P'~[o1v
C H G s[c~e~u [~s 59wsPA )ev+e~4v0(
'7/l ~ 4' Z [2- v~ ~ stc o ~ R.o~c k ~o:~~ ~Fa'~`m~ ~
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,!`d-i LY 0 7~Gp I?,b~kF4rQ ior tsiw tj' la .c. f3 1~.1
TfZ~ ~ p L~ ~ s ldt~l C i' F-y `Q'`
cr
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41o 16 guivec`r PxxWin~d -~j .
±9 _jm~ (~Jrc 4" Z i, ~,j
y y
5.0 Til d7 o v, t~ k rd
INSPECTION TYPE: C-CGNCRETE D=DENSITY I-TNT.ETIDRYWELL 1VX=MANHOLE P=PRE55[JRE TEST
SS=SEWER PIPE S=STC]RNI SEWER W=WATER PIPE
` ' 1 I
. ~ _
STI 1 \ ~RTHWESi8
lIYSPECTIO1V LO+G
PRdJECT NANlE: ~ 6,4e-,-C-,~4PRC]JECT NiJMBER:-f~Itle)C
„ s
" -i
IlNSFEGnDN TYPE: C=CUNCRETE D=DENSPI'Y x-IIVLETlDRYWELL M N.[ANH.C?LE P'=PRESSURE TEST
SS=SEWER PIPE S--STC]RM SEWER W=WATER PIPE
. 0FOW0
~V~~~►~Y~~T -
~ - .
AAILY ~`IELUU ~P(3RT
~roje~t Na~tte ty 2 A jl11 Qate: f q f
Project No. ~
v 0 lieport Na,.
V965aer - brn►raik tme
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[:Iierrt ~.oca1'~epresert~r~ phone neimrier
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General Crsettractor NiWRepresenpFyone nramner
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5ubcrsntractar 53`i Project Mana!) eVWt l hQnenumher ~;qAw~l
Page NQ. ~ a~ ~
Manpon►gr& Equ;pn,ent used
~ ~
Comments: `
Lcarn*t8d AKau+ently _ !_I._ }E d &4.l V E* ~ -,'JdF !r L 3 L T` -ML-hA&C.v Ci'
vNiftaflomProbkam
~ S--t l.JG,LaF E'7A-&e-. U-cle
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~ ~IELD ,~EPRESENTATtVE COI` y RACTORrS REPRESE[+CCATIiIIE
This document and referenaed addenda are fo he aonsidered preZiminary until reveiwed and signed bythe 5Tl
canstruction engineer andlvr 5T1 project manager.
~V,719,?
=RIA
RE~IIIEV~~~ DATE 5T1 P~0.1~GT ^ 0:1faemsXs4ilfieldrep.pm5
CQrresponding peficiency Report Na:
~~rr~r
_ ~ NORTHWEST
DAILY FIELY317EPDRT Projec# Name ~ In-e e- 2A bate;
I
-Pro]ect Na. OtiloQ Report Nn.. ~
94~her - Arnva]''l ime
Gli~t I.o~ ~Rpr+ese~rtati►rel phor~e nutreber
~3 Gr w ~ ~C 1 W. o~ 4,
Cenerai cotttras~or e preSe p rre nUmq~'
~ ~r►~ IN~ o+ . • ,
5ubcorrtrac.tor ST! PrvJectlMarsalled phanenumber
R~- vi c e[-~v wr vr
Page Ha. I of ~
Manpower& Eqcfipment Used
. p
C01'tllt'le11fs:
[~"~'Yk C~bFsd A~ar@~'yr r- as. ~ [3 + ~ a~ ~3.5c~'fL.'1f ~ b ~ 2~ ~ '~M•..~],.¢~-
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Lit=
STI F[F.La REpRE5EN7A7`IVE CONTRACT'DFt'S REPRESEFITA7IVE
This document and referenced addenda are to be cansid@red pre[iminary unt[I revetved and signed 'hythe ST[
construct`rsn engineer andlor 5Tl pro]ect enanager.
REV'fEWEO BY` DAZE 5T1PROJECT MAN'QGER: DATE
.
- D:ifvrrnslstl~e~drep.~sm5
Cssrrespandir~g 0~"iicien~ Repvrt No: ~
, o~~pGENEAq~COy~
~
~ o
~ N O RTHW EST ; ~~.,N~,~ ~ .
~
DAILY FIELD REPORT - ---Project Name, Date:
1-1::, ~ .
L IS z'4 A~S ~1-1
Project No. Report No.: 3
G'c a t o-o
Oveamer wrnvai i'ime
g~~
Client Locai Repre.sentative/ phone number
B~ s+c ~ N e++~,~, r So b He t +-►,-,c4 N
Generai Contractor i e eprese a ~rv phone numper
C 6--t3
Subcontractor - STI proJect Managed phone number
Page No. ! of
3
Manpower & Equipment Used
.1f~ti~t~ ~itG1 ~AC-F-f•~ •
Comments: .
(WwkCompletedApparently I 141E !'bN~-~~C.~sofl u, a.S 4;'f3S„Evzkrrn 4'~k1 ae t wZz, 1J&Mhj:jzi.-~~~+s.f oecificatiom Problems
elrSoluuotts) T3fIs ST-l w1ari L! NF
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1~~~^012 Q'~xPA FIF ~C c~1,7r dr ~.r
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d`C~s~. C Ef M E~TS , C~O N Tl~G7~o n f2-~Q~J~'~"~i= t~ Uu E R.E4V fL wJ ~ 1~~ ~~1 eo a w.~
STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed bythe STI
construction engineer and/or STI proJect manager.
-A~,4 (J • 445 99
- REVIEWED . DATE TI PROJECT MAN
S aGER: DATE
O:ltormsXstilfieldrep.pm5
Corresponding DeficiencyReport No:
.
NORTHWEST «u.v
,
0 SOILS, TESTING & INSPECTIQN .
I . • . -'~~~tt~~.
. : . - NUCLEAR GAUGE TEST RESULTS
~ Job Name,::;~ STI Job No. clcf W.O.
.
Field Report No. 3 ' Date:'~~ I I y Tech: 5e
Page Z of 3 . ns= ~r~ y z MS_
Test Location Ft. Below Wet Moisture Dry Max. Percent Pass Retest
No. -SG. Density •(Percent) Density' Density Compaction or of DT
Elevation (PCF) (PCF) Fail No.
! 0e:1" wES~- c
186. 1 P-I Z 1 3 1,o tf i P
2 Iz~' l34.9'
~ • ~
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INLAND SHELLEY LAKE 2ND ADDITION 99100~
PACIFIC FlELD REPORT # 3
; . ~ ENGINEERINQ pAGE 2 OF ~
707 Weat 7th • Sulte 200 (509) 458-6840
` Spokana WA 99204 FAX: (509) 458-684,~, ~ DATE: 4 1
~
~ o
STI N
O RTHVI/EST DAILY FIELD REPORT
Project Nam~e - ~L 4 Date•
t.~.~- 4 18
Project No. Report No.:
cffJ eo '7
V9~a r . tarnvai i ime
Client Local Represe tative! phone number
avs~er 6 F3vb I4e'1~r..p,
Generai oMractor . ~ e epr n eTphone numaer
C °-a ~ Rbb Ne;44-ti"
Subcontractor - ' STI ProJect'Managed phone-number
wj& I?Jh
Page No. ' of ~
Manpower 8 Equipment Used UAsr~ r- C-$? 2SAuG4z Aa-- t&fAcrK
LASF-- £~a e. L 1~4 o i-n.~ t4fte,N..OIA, o ,o t.p aNE n 3~ A~c~r
Commerrtsa '
(WorkCanWletedAPParentlY kJ,-)V wn11JVMA eN-SAT-F Q.f2g~,&MST *2 4?12 pecffications Problettts
elrSdutions) JIL,? - pl eLF biSwic r rL 7CLF'< Q+.i l~=~AcJVd IJ1a771PE M&-MRMAt PLA{g11 [jS
Al-I P-t 4,- CMW 4;!JL,-.,1-rL L•_ LE -to M~1 ~ l $ A e~ A Vg&r J4,&A Rr~Fwj r~e
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~~t ~t C_ wGtvt1d~+S Y--eSu-ur S.
.4:;=~ siIELe,[_!sl M2~'#- c "2 Soc~'.
~
STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed bythe STI
construction engineer and/or STI project manager.
- n~^~-- Wz 9?-
-AjA ~ REVIEWED BY: O DATE STI PROJECT MANAGER: DATE
0:1to rmslstilf eld~ep.pm 5
Corresponding Deficiency Report No: .
.
'Y NORTHWEST
~ SOILS, TESTING & INSPECTIQN C ; .
l . .
. . . NUCLEAR GAUGE TEST RESULTS
Job Namc-Qm. STI Jo6 No. cl W.O.
Field Report No. y ' Date: q 1g 1,qc, . Tech; 1~q
Page 2 of 3 . DS= ? q z MS= ~.(e !e a
Test Location Ft. Below Wet Moisture Dry Max. Percent Pass Retest
No. SG. Density (Percent) Densi,ty Density „Compaction or of DT
Elevation (PCF) (PCF) Fail No.
la PpR°y
Mt4 Se. --a 1'+i ~ v 7. S (31.3 t%.6d~'~ l~
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~ INLAND ~SHELLEY LAKE 2ND ADDITION 99100
PACIFIC FlELD REPORT # ~ f.
~ ENGINEERINC PAGE 3 OF 3
' 707 West 7th • Suite 200 (509) 458-6840
/
Spokene, WA 99204 FAX: (509) 458-6844, ~ DAIE: q
~ h1L~RTHVIIEST • ~A~.•
DAIL3' FIELI] REPORT
Project Na oate:
I, V-- i 4-,vi A1169
~ ~~t ~ 9 1
prnject No. ' Repvrk Na.:
.
57
'a her ►~rr~r~ai i ime
C[isrrE , Lvcal R~reserltafiive!',~hane rlumber
~~IS~C~ ~ E ~ 13
~v ~ ~~.n
Gene or~rac~ r _ ~Represeni5FIFe5phane nurmDer
Su'bcQrrtracfar• - • ~*Ject Martaged phorne number
Page Na. % af 3 -
Manpawer & Eqqipment Used
PAsS~"`.a L ~Q~C.~ •l~~aC. 1'~~[ 1 ~~r'~ -,.1'f11L71.~' 4A,K
~ N
L4
Camments: '
(YliorkGaVeted Amare.ntiy ,1y~1 L -Lf21I~ 1%efft, ,b t.. ~ 101-r- h,1TIRAGM~ 5 CEE~c`? L-1 9S 4--- -r-) oecffic~ probkmls -
.elrSotutionsy i+~ `tv ~SA . Ltis_C
A-14a.C r47~~ ^7~-s ~4~ ~a ts.,"~ l~.o i..+'Lti.'L.4. i~r 6 F~L~ ~~..~►Zk' ~~+.-'"f't^i-t5 ~ ~ua c:.~ .
~~►~.r~~"~S~-S ►~~rt~ ~ ~~a1~~~ AL~rd.~x,S "~C~~~__C~'C'~ - ~ -
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5TI FiELD REP'RESEEN`1'ATl'VE CdNTRJdtC7'i}R`S ft~PRESENTATiVE
This dacument and referenced addenda are tv be caetstdered preliminary unti[ re►►eiwed ansi signed bythe STI
canstruction engineer andJor 5YI praject manager.
o# -~ALq'2 '7
RE11[EWED BY:_" pATE STI PROJ~CT MID►NAGEit. DATE
[7.1f v rm sls til~i e p.~►m S
_ Correspanding Defcienc y Ete~sort N~r:
NORTHWEST «0*40,:
0 SOILS, TESTING & INSPECTIQN . . ~ NUCLEAR GAUGE TEST RESULTS
,
Job Name: STI Job No. W.O. 0 c_t~t ~ I~sz Z l~DP
Field Report No. • Date: Lj/.q Tech: 51Y
Page Z of 3 . DS= L~-3 MS= 34lR- 0
Test Location Ft. Below Wet Moisture Dry Max. Percent Pass Retest
No. SG.... ~ D.ensity (Percent) Density Density Compaction or of DT- t
Elevation (PCF) (PCF) Fail No.
S~we ~
► sv~ S Cr 13 7 t :3te• u 1-7 p
2 S-o' w. k+t-c 1PA I t~7, ~ ~t.7 13 t~~ ( R 7
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lNLANa SHELLEY LAKE 2ND AUDITI(]N 99100
PAGIFlC FlEU REPDRT #
ENGINEERfNf~ PAGE 3 OF 3
707 WE9t 7tF1 • slllt6 200 (509) 458-8840
` Spok¢ne. VYA 99204 FAX: (549) 458-B844J ~ DATE:
~ ' t c~~O~ENEqq~c ~
oy
, NORTH04Y EST r'pfAMERR,~''o -
( DAILY FIELD REPORT --4ect Na
~~u .i Date:
L~+~~ Z''~ -~►~r q
~ Project No. Report IVo.: ~
~
+heamer wrnvai i ime -
la V`
~ Cliertt , I Local Representativei phone num6er
7al
Co actor F~v ~
gge-RePresentative/ p one number
a~ 1T~~ ~..J ~ l~e ~ ~
I Subcontractor STI Project Manager/ phone numtier "
Page No. ~ of
I ~
Manpower & Equipcm~~erjt~s~e,,,.~!
~ -~LkC.as~ ~Sa hoZ~tA~ _ 2 -n~v
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~ STI FlELD REPRESENTATIVE CONTRACTOR'S REPRESENTATNE
This document and referenced addenda are to be considered preliminary until reve'rvved and signed bythe STI
~ construction engineer and/or STI project manager.
(n /9 9
I
~ REVIEWED BY: DA E STI P OJECT MANQGER: DATE
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Corresponding Deficiency Report No: .
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per Specificatlons Probloms '
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ST1 FIELD REPRESENTATiVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be consEdered preliminary until reveiwed and signed bythe STI
construction engineer and/or STI proJect manager.
to,
~
REVIEWED 121. DATE STI PROJECT MANAGER: DATE
O:Vorm slstilfieldrep.pm 5
Corresponding Deficiency Report No: - -
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Page 1~- of 3 . DS= q3%o MS= 3646
Test Location Ft. Below Wet Moisture Dry Max. Percent Pass Retest
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~ STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be consEdered preliminary until reveiwed and signed by the STi
construction engineer and/or STI project manager. .
Ju tlJ • ~~(e 99
'
~
REVIEWED BY: DATE STI PROJECT MAN/~GER: D TE
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
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construction engineer and/or STI project manager. i
I
REVIEWED BY: r DATE STI PROJECT MANAGER: DATE I
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PACIFIC ~ FlELD REPORT # °l
ENaINEERiNQ PAGE z oF z
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lwork compiecea npparentiy _JA n,~ v~ n r~r, , c M¢ w, d ~ 3rn L o s ~p cvi o-n. ~C1~..E~'
_--~pecifications Problems
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed bythe STI
construction engineer and/or STI project manager.
tU W `t~~/~ ~ ~
REVIEWED BY: DATE STI PROJECT MANaGER: DATE
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Corresponding Deficiency Report No:
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DAILY FIELD REPORT
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered prelimtnary until reveiwed and signed by the STI
construction engineer and/or STI project manager.
. •
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~
REVIEWED BY.. DATE STI PROJECT MANaGER: DATE
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3'his dacumerrt and referenced addenda are tabe cvnsidered preliminary until reveiwed and signed bythe STI
construction engineer andlar &T'1 praject manager.
r 1
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REV!'~WED BY. t p1d► 5T1 pRQdECT 1VIQNQGER: DATE
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NORTHWEST «~~o
~ SOILS, TESTING & INSPECTIQN ° ; .
. : . NUCLEAR GAUGE TEST RESULTS
Job STI Job No. ci,:k I~ W.O.
Field Report No. ~ z Date: 417o pi, Tech: ZP
Page 2 of 3 DS= 43 S'-z MS= ?EaS I
Test Location Ft Below Wet Moistwe Dry Max. Percent Pass Retest
No• SG. Density (Percent) Density Density Compaction or of DT
Elevation (PCF) (PCF) Fail No.
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F'ACIFfC FlELD REP0R7 # , 7_
ENGlNEERINQ PAGE -z oF z
707 West 7th • 5uite 200 (509) 458-6840
1~ c~ ~
~ spokane, WA 99204 FM (sas) ags-6aaa/ ` DRTE: ~~7,.
~ NORTHWEST
I]ATLY FIELD REPORT
roject Nam~- - pate:
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Page No. 1 af J
Manpdwer & Equipmetit LIse[i
comments:
(nork awmpk~eed App3rentiyr GS .
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Thrs dasument and refeirerced addenda are fa be cDnsldered pEelireiinary until reveiwecl and signed by the S'Ti
constructron engineer andlor 5T1 proJect rnanager.
REV'fEWET] 'RY: pATE 5TI PR@JECZ' 1VI+►GER: QATE
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Correspondirsg Def'iciency Report No-.
I ~Skp~fSlEf~~,O~
5 a
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Project Narne date: ~
Froject N ~C7
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Manpower & Equipment Used
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STI rIr'a Q REPRWGR IiM LON■ R7<I T1iRiS RLrRGl7EN,MT,YE
Thi.s docuetient and referenced addenda are #a be considered preliminary until reveivved and signed by the 5T]
canstruction engincer andJor 5TI prvject manager.
uj . n,,..-- 5zqA9 e-ii
RE111EWED BY: 0 AATE 571 PRQJECT MANAGER: DATE
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PAGIFIG FIE,o REPvRr # /J
~ ENQlNEERINQ PAGE Y OF -3
707 West 7th • Sulte 204 (509) 458°6840
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lrojgct Name Date:
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Iroject No. Report No.: l~
*eatner . rarnvai i ime
:lient ` Local RepresentativeJ phone number
La►ulw.u~rc D~ve(op~.~wt
Ge Con actor
~ i eprese p one numper
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Subcorrtracfor Sp3roject Ma ager/ phone number
Page No. of fF LAj..& 9-6
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Manpawer & Equipmerrt Used
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Commerrts:
(work a«npleted /►NarmtlY 1~~ e~. 2~.1~ Q~.., ~'!T~ ~ 1~ E3St~t~\ c~ I 1..~5 r~. l.f.sL`tl c,w, o~ Zxt~4 ~,~•.~.s
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STI FIELD REPRESENTA7IVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed bythe STI
construction engineer and/or STI project manager.
-W Lt SI o~ c~
. REVIEWED BY:' DATE STI PROJECT MANAGER: DATE
O: V o rmsLs t e I d re p. p m 5
Corresponding Deficiency Report No:
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INLAND SHELLEY LAKE 2ND ADDITION . ~ 99100\
PACIFIC FlEI.D REPORT # 1 ~ ENGINEERING pqGE 20F Z
707 West 7th •Suite 200 (509) 458-6840
\ Spokane, WA 99204 FAX: (509) 438-6844/ ~ DATE: S/3 jjq J
Eqq~C
oy
~
• ij~'~ - ~ ~ ~ I
- N0RTH`~~ tlV EST r~FAMEti~'•p ~
DAILY FIELD REPORT
Project Name Date:
Project No. Report No.:
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1~[i~ti
4#eatner . wmvaiiime
OV:P- vkaS~"-/w r r~Dy 1~ u A~
Client Local epresentativel phone number
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General Contractor i prese a p one numaer
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Subcoritractor Project Managed phone number
t -A r0an.k
Page No. t of ~
Manpower 8 Equipmerrt Used
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- -
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snecifications Problems ~.9 N C AN~
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed bythe STI
construction engineer and/or STI project manager.
REVIEWED BY: DATE STI PROJECT MANAGER: DATE
o:V ormslstRtieldrep.pm5
Corresponding Deficiency Report No: '
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IMLAW SHELLEY LAKE 2ND ADDlTiON 991001
PA~ ~ WORT
EN PAW Z of~
707 Wowc 7tn • sulc„ 200 (3540) +ss-W40 -
4Spokwo. wA 99204 fAX (3") +Se-6W, s/Yr`t' l
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~ NORIHWESi p~R~A,
i
AAILY FTELD REPORT
'Prnje¢t Narri Date:
- Praject No. Report Ho.:
e~r . ,r+rn►rai i ime
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5uhcoeitr-actor slrl Rraject Managerl phane nutnber
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Page Nc►. 1 of ~
iVlanporn►er 8 Equipmernt Used
CommenEs:
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STE FIELd FtE'PIiESENTATIVE GQNTRAC7OR'S REPRESENTATIVE
This document and re#erenced addenda ar+e to be cvnsidered prelimielary urttil re►►eFwed and signed by the STI
constructionr engineer andlor STI praJect rnanager.
5/! o /99 ~I]3~
REVIEWED DATE $Ti PRidJECT MANA .'raER: DATE
Fi:lf9rmsLstilffelare p.pm5
Cvrresponding Deficienry F~e~rt Na:
. , • NO~TH-WEST
,WWI tuu► r
~ SOILS, TESTI11lCi & INSPECTIQl1T = d
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NiJCLEAR GAUGE TEST 1tESTJI...'TS
; Jvb 5TI Jvb No. W.U. ; -
' Field Repart Na. Da#e:--~-/'!~- Tech: 'P-f
Page 2 of ~ DS=
Test Locatian Ft. Belcrw Wet Maisture Dry IVIax. Percent Pass Retest
--No. SG. Density (Percen#) Aensity Density Carmpaction ar ofDT
Z-L L,►,, Elevation (PCF) (PCF) Fail Na.
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~ spokw,@L rh 99204 FAx: (509] 45e-~ ~ Dl1M
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DAILSk'' FIELD REPORT
_orojec+t e ~iat+e:
_ ~i~-wJ& S~4 1 1-1
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'19 ►S
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'L1.. L~~ g . tra &w- _
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Page No. ~ ot ~ .
Manpovver & EqttipmertE Used
l...s Ai vw
ComnrterKs:
(Wr,rk Cnhs6Wted APParenfh► 1&..) t' Sr C'F 'A'f` ""if7-E• ~ f~~ ~ ~T+P. R i~~„4 S -t"'7~'"s
ieciftatiorks Rrobkwrs
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STI FiEL[`l REPRRES'ENTA3'IilE CDNTitACTOR'S REPRESENTATN'E
This document and referenced addenda are to be considered preiirrrinary until mveiwed aed signed bythe 5TI
caris#ructian engineer andfor STl prof ec# manager.
, n.~lv~"9
RE~F[EWED 6Y:~s... ~ DATE SYi RRUJECT MANAGEFt. UATE
0:unrtnststftn e larep.pm5
Cvr~-esponding Deficienry ~tepart Ns~:
~ N ORTC`I WEa7 1 curr~
.
~ S'O1LS, TESTING & 1~SPECTIQIV
. . ~ry Ir[►~''~
- • - NUC1.~EAR 43AV GE TEA.2T RESULT1 7
Job Name:
STI Job Nv. e,(c.._c W.[?, .
Field Report Na. Date: Tech: '~-3
Page -i- af 3 , AS= t+) MS= ~ `t, q_q
Test L-ocatian Ft. Belaw Wet 1Vloisture Qry max. Percent Pass Retest
Na, St4*54ry t-j° kE SG. 13ensity (Pesccent) Density Densify Compac#ion ar of I3"i`
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PACIFIc na,v RUIORr f
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DATLY FIELT) REPURT
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Out~ ~or STI ~Rrv]e~ NEanaged phone nurn'~er
`
age No. ~ O# ~
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.:e['f11'1'1e1'1tS: `
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' STI FIELD REPRE,aENt'AT111E COMTRACTOEt'S REpRESENT►4TIVE
This document and referenced addenda are to be considered pref iminary untif roe►reivved and signed 6ythe 5T1
+construGfion engi raeer andlor STi prv]ect manager.
.L~,~ ~ ~ f-,%~ S//t /?C)
REVIEWE~S 8Y: QAl'E STI PR~DJEC7 IVI,+lAfER; DATE
a;i}arms4tilTFeldre p.pm 5
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PACFlG naD REPvRr I Vo'
~ ENGMEEMG PAGE*ZOF -
707 w.xt 7t+ • suft: 200 (acO) 455-6M ~
`Spokwk 99204 FAX' 4W-SWf ~ DAM
~TAF NQRTHWE5T MLn REPOR~ #--!J
~ NYATERIAI. SAMPLING & TEST REPC]RT NO, oF.
PRojr;;cT <~+~.~t~~ Ajp PRaJECr~ REPORanATE ~ Id-q 5 ,
r ' FiEL.p G1ATA I~ BATGH DATA ~
MAT'ERIAI. SAMPLEb n 6MUC N{]. 30~I I
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DATE sAnnPLE TAKEN ncKEr Nv. E0 t o2?4~ q
TSME OF SAMFI.lNG 4n Ak.. SACKS CEMEi+ITIGU YD
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~Genera~ Gontractor WRepresentztlvFp-~one nurnber
~YHGIV~ Cd S • ~o 6 (4,e iTW+fn
;ubcantractor STI Project Managerl phorae number
~rvc ~ ~W d .
,age Np. ~ of
Manpower & Equipmert Used
L.ammerrts: . P
f Q+ i
7~► `1`7'dc [A`Qv J 6-Ct t![ i~- 4-o y e Eo ~ t~ rv4
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5TI F1Ei.D REPRESENTA1I11E CaNrRAcToR•s REPRsEnrrarnnE
This document and referenced addenda are ta 6e considered pre[iminary untfl reveln►ed and signed by the S7"I
canstruction engineer andlor STI projec# manager.
~f~.. op, SI17/?5 'K e;; ~1~.
REVIEIIi~ED ~Y:w ~]~ITE S71 P~iC1.lECT [YIANAGER: DATE
- fY~}6IR13~4~~C~~4~.~R1~
Corresparading [3eficiency Report Na;
Aft~
vy
RP . ~ NORTHWEST
sOILS, TE5T1NG & INSP'ECTIDIVIr
DAILY FIELD REPC]R,T
' S ,t, l` L.(, [ce_ 7tij,
Daw r~~ ~ I,~Petors o Fy E~e~rt Q.:
Izo
iPE Prr~loct Ha. Aage Nn. ~ of
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- Corrunenfs '
ONtrk-cripleted apparertW +v sw 4-e- v►~ fVI v s z r-espec4 I'veTk e- reS u 1~-s_ ~f
P-spocrtaOxm probM-
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- - (Pr4ea or standard spoefficokn
- Csa1 oL,... ; : coroaructknEs not
in comPL- wtlh)
~
i '
[PL FIELD f~EP [PF CF loc owA
r-r..-rrr~rrnraa ncn
' i ~%EHF►~
~ NORTHWEST
~ • --'AMES;~~
SoILs, TE5T111EG & lNSPEC77DN
DAILY FIELII REP()RT
Ta~te nspecto?g~~No,:
~n
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. Comfftenfs '
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IPE FEELD REp IPE CE iPE PM rnnarpnrrnp"c pr:p
~ NORT1 1WESi scur
~ SOM, TESTRVG &.B4'S'PEG`1'~.'QN
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JnbN7me: .~[~~7N[?. u
S~L~~Y ~..al~i.' Lin(A l[~yyIo°~] ►'T ~a]rt1['~.?F: ,
Fie1d Repart No. ~ 0 Date: Tech: p, Le~.,
Fage . ~ nf ~ . DS- 4354 M- 3(,j
Test bor-atian Ft IIelnw Wet Moishm Dry Max. Percent Pass Retest
No. SG. 17snsity (Percent) Uensity Density Compaction or of DT
Elevatian (PCF) (P'CF) Fail Tio.
~ mw YPr9+r~f'~, ~ 1~' Z ~10 I~J ~ l[gii r~ -
ir -V 40 1 ! $ LA, 0 1) %a J p
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99204 45D-6W* ~ DAW-:
o~~~E#ER,~~ ~
y
~I
! ~i' ORTH~ Y`~fEr~+~ 1 r~'AhtER~'.
~.IAILI' FIELI) REi FORT ~ .
m4aject Nandate:
.s i('t
Irofect No. Repoe-t No.:
YVEHh" ~ Arnvai rime
9-to N~
,,:lieirtt r_ Laoca~ resertt~i►~e1 phor~e number
re
v U
Penera1 Coertr,~ i F pres4&6~pone numner
'
~ ~r . ~ ■ ~
oubcerti,actor 5T "jectt Mana sr1 phonQ number
. ~ ~
,age Na. I of 14
Manpower8 Equi~er~'~~
a
't~! qFe") 40"1 -02111L, w.m ~ ~`_A42►7- SA&r1.,,4E D ~fL.v w. V 7 QgA= 12o i.i.. ca,
• f _ 6 L~~ Cl ~_1~7~ •
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Mo'rk CanOeLed ApPa[e[11iY I& `I~b C) ~ d 0.e~ eoft=Uom Pra6lems
lrsckdksns)
A~t rrrs.~ 1~..~ ~ • . f1r~~-r,~atr-~a r"~o~t~, ~ur 5~..~5~~ ~r ~
Ae
1
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A SA+Q rt-u- ~.6, e.~ r~a 5~ ~~r.. ~It~- ~,1~.
~ ~f~--.a~ a• ~a..~
STI FIEL'b REARESENTAfi1NE C[3NTRAACMR'S ftEPRFSENTATIVE
, Th"rs document and referenced acldenda sre to be coruidered pre[irnirrany untfl revehwQd and s9gned by the 5TI
' construstion engineer andfor 5Tl project manager.
REVIEWE[3 ~:i : pF T~ STl PIROdECT MAf+lAGER: DATE
O:~Fvrmslst~t~ e1 drep.pm S
Gorres,ndir~g Qefcier~c.y Re~rt ~10. -
u~tr~
~
NORYHViVESZ
oate tq inspe~~~~s Daiiy Repprt No..
sr~~ (
5TI Project hlo. 'Page No, ~ Ot ,4
Gamrraents:
{Work Cvmpletsd AppaeantlY,-Ln ~ME- ~tjxp ~ "i:L~,: 7 WO s.i-~7s4:[1rwr.j I.,V A1 'Cu~~svci3 us t C2~►~
per $paci~icativns Pr~alalems
andthsir5o1►atians' -s+..', EM231 . t 1r,ffiYL mmon -La EY(--- e~
4
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STi Fwe1d Rep STI CE 5Ti F'M Cnntractor's Rep
~ NORTHr r EST Lfl[fN
1
~ SC7.ILS, ~'.~'~`TIN1~'ar & 2N,SpEC:T1rQN
- • ~CLJ.1AR V d?, VGE 1 11~TRESULTS
.Iob I'sTame5c, 5TI JQb Nm. ~ej W.O. . .
,
Fie1d Repart No. .~1 Date: Tech:
Page ~ af ~ D8= y_-~3~ MS---
Test Location FL Selow Wet Nioisture T?ry Max. Percent Pass Retest
No. SG, Density (Percent) Density Aensity Compaction or of 17T
Etevation (I'CF) (PCF) Fail N0.
t3q,o
F-a- MN-
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~lC~R`~HV''~ES~'" D,A.XLY FIEL11►r REPI]RT
rroject Narrip, pate: .
. ~'.~~er.1.~ ~l r S lqq
rv~ect No. R+~part Na.; .
`~l I ev ~ Z~
'~r - r~rnvai i irr~e
~ierrt Local Repeeseestattr+ef phone numder
i 1qST`1--W-
ieneral Ccriiractor - site epresep one numner -
LLr U~
oubc:orrtractar ° • • - S'pU"ject Managed phune number
'ageNo. ~ of
Manponrer& Equipmmst 1lsed
C!twv~~r~
.;omrnerrts: ,
WvrlcCamPleted APPa~ 1,d..)~ e ea-.a.~ ~u 5AA
-AAficatiom Rroblerns
. t~s~[utta~n] ~ ~R 'ru~° .►..+r ~Cz.ad.~„_ ~~,a~ ~,,E F~p'~ ~ MI ~1 ~B ~.~i.r~.~-r
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- r ~~s~ ft7 Fl~.~
STI FIELd RE,PRESENT147iVE _ CONTRACTOR'S REPRESENTiA►TNE
7`his dacument and referenced asldetda arca to be ccrnsidered preiimiriaryuntl reveiwed and signed bythe STI
construcEian engineer andlor ST1 praject rnanager.
REVIEWED BY:' ~'pAtE STI PRadECT MANAGER: DATE
~
f]:liormslstilfi e 1drep.pmi 5
Corr~spondinc~ beficiency Repart No:
' l
r
r~
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. I
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~
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+u ~N~c- t
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Oy
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. NrINORTHWEST . r~FAMEN~'~' ~
DAILY FIELD REPORT
Project Name Date:
s/ 19~49
'roject No. Report No.:
~~I ~ •
4vamr arnvat i ime
C~.l,E~2 ~~r'~+. ►w
Local Representative/ phone number
;ltent
-13 vs-re:A- ~I r~.,.~
:ener.~ Contractor 'ffi epresen_~aWeJ phone numt~er
_
S. 0 4~ 11•• flN
Subcorttractor roject Managed phone number
a~~
Oage No. ~ of 3 '
Manpawer 8 Equipment Used "
~'i 3 lQ ~ ~2,o~.,~r t ant~'2 • M~ ~.~•°~o ''M:xt~._. .
Comments:
co,npleeeaAppa~ 1b1P- eg-rL1j[~ c~J siYE
eaficAtions Problerns
Irsotutions)
I..a~. ~ u4~mv~e+L~o~ 1-~~ C~' "~1'~an~~.►..~ ~R-~T£ - MatGt-~~t~t ~N~
'rl4£ IZom~►.~~~naan ..-no...l ~02. S'E 25r- D aMf.i:T;
~,.rEr~ ~~r ~ ~~f octi ~tL~►e~.S ~~~T~~ e►.~c .
~
~ ►Q-n,f" G.-L_~ ,
STl FIELD REPRESENTATIVE CONTRACT'OR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until mvejwed and signed bythe STI
construction engineer and/or STI proJect manager.
01Z tA
s/~oDATE ~ ~
` a STI PROJECT MANAGER: DATE
REVIEWEDBY.. ,
~
O:V ormsLstl~tleldrep.pm5
Corresponding Deficiency Report No: •
NORTHWEST
0 SOILS, TESTING & INSPECTIQN.
~ , .
. . NUCLEAR GAUGE TEST RESULTS
Job Name..~,~~ STI Job No. ~ W.O.
Field Report No. Z~ Date: ~t ~q ( qq Tech: ~
Page z of 3 . DS= MS= 30p.
Test Locafion Ft Below Wet Moisture Dry Max. Percent Pass Retest
NQ, SG. . Density (Percent) Density Density Comgaction or of DT
Elevation (PCF) (PCF) Fail No.
~
~ ~ns► is t 6u S C'' t 3`l . v S. `3 l 3 0, o ~ 3~e ~ cI
t4t~ 1 13i.t 3.3 MF.'~'
j3rto~ ~ l.31•v 3.1 133.8
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~71 . .
. ~ ~
~ ~ INLaND SHELLEY LAKE 2Na ADDITiaN 991001
PAcIMC FIaD REPORT f
_ ~N(WEERING pAr,~ 3 OF
7~7 West at, . Sul}im 2w cWOs 4W-W4Q
,~spokm.. wA "20+ F►uc (Ws) 4sa-6544; Dx7L s( r ~ l ~
~t
a ~
NORTHWES! Y~FAhItiR~'a
DAILY FIELD REPORT
l~,g
rrojecE Hame-pate: ~ ~0
~ ~ ~
rnject No. iieport Nu.:
2- ~
94~er Arnvaflime ~
~['_,t~
:fent Lora1 Represeertati►►e/ phone number
l.~ e.~ s~:►i J-~"l ~ e~-tr+ s. n1 ~
ieneral Car~actar ie eprre.se p one numqer
R„ ,n &q'?
6ubcontractvr Ftfroject Managed phane number
,age Na. ~ of ~
_ Manpawer& Equipment IJseci
'7jd. a 'tn n.sqLg~. ~+`L'nC. u C."p-e
,.:o~ents;
n"d-(:on*etedbppamnay L-,~,?-P- &9&LVga n;-. S tltv~ ecWw-itiofisProbtenis
1FSQ,+ti0FM] n,md=~-&c.IL2-b d&-4A,F-
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5T1 ~~ELD REPRESE1►'pTATfVE GQNTFtACTOR'S REPRE5ER1TATIVE
This daaurnent and referenced addenda are to 6e considered prelinrina,ry until rereknred and signed by the STI
aonstruction engineer andlor 5TI project rtanager.
7
REVIEWED BY: ST1 PROJECT MANACER: 'QATE
0;1Sa rmslstflfi e[drep.pm5
Correspor~dng beficiency Repa~ hlv:
NORTHWEST
,
SOILS, TESTING & INSPECTIQN
. .
f ~ . ~ . . NUCLEAR GAUGE TEST RESULTS
Job Name~ STI Job No. W.O.
~!~!r'~i...lg4 U1
Field Report No. 2~ v Date: Tech: S,.3 ,
Page -Z of 3 . DS= I MS= 1 ~ s-e1
'rest Location Ft Below Wet Moisture Dry Max. Percent Pass Retest
No. SG. Density (Percent) Density Density Compaction or of DT
1544Ea" [Jc. LN Elevation ~ (PCF) (PCF) Fail No.
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IN-AND ' SHELLEY LAKE 2Na ADDITiON 991 D01
PACU9c nUD REPvRx ~ 2--4
ENWEEAIN4 PAGE vF
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATiVE
This document and referenced addenda are to be considered preliminary unt7 reveiwed and signed bythe STI
const-Mction engineer and/or STI project manager.
A A6 7-93-9? ~ ~ .
.E EWED BY: . DATE STI PROJECT MANAGER: DATE
0:lformslstilftel drep.pm 5
:orresponding Deficienry Report No:
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NORTHWEST
SW~ ~CA~_t -?pA
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5TI IPnaject iVo. h'age No. ~ Or ~
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No. SG. T)ensity (pereent) Deasity pensifiy Cnmpaction or of AT
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DAILY FIELD REPORT
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,;omments:
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reve'rvved and signed bythe STI
construction engineer and/or STI project manager.
~ ~ uV c 6/z7 4°
' REVIEWED B: DATE STI PROJECT MAN/iGER: DATE
~
O:V o rtn sls t1Ui e I dre p.p m 5
Corresponding Deficiency Report No:
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~ NORl'HWEST . r• ~ .
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' STl FlELb REPRMENTAY1vE CONrMGTQR`5 REPRESENTATIVE
This docurrient and refi~erenced addenda areta be cansidered preliminary until revc~nn►ed and signed bylhe 5n
canskru ctyon engineer aradlor 5'FI praject rnanager.
RE111EWEa 6YY: tATE STl PRO EGT N!A'ER: RATE
formslstilfeldrep.pm5
' Corr~ponding De~icier~cy [te~rt H'o: ~:l
NORTHWEST
S SDILS, TESTING & INSPECTIQN ~ .
. .
} , . .
. . NUCLEAR GAUGE TEST RESULTS
Job Name.~~,,-. STI Job No. 6iq W.O. . .
~
Field Report No. 2 Date: Tech:
Page 2_ of 3 . DS= q 3 f-t MS= 3s-1 1 +
Test Location Ft. Below Wet Moistwe Dry Max. Percent Pass Retest
No. SG. Density (Percent) Density Density Compaction or of DT
Elevation (PCF) (PCF) Fail No.
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STI FIELD REP PXSENTAT7VE CONTRAGTflWS REPRESENTATME
This dacument arnd referenced as[denda are tv be considered preliminary emtil revrelwed and s9gned bythe 5T1
, construction engineer andlar STI prof ecf manager.
~ ~
. DATE
REYIEWE~ B*-. pAY`E STI PROdECT MANAGER.
' 0:iforntslsRilFelydrep.pm5
Corr~~n~iing De~icien~r ~epairt No:
NORTHWEST
FIELD REPOR.T # -LtZ
MATEftIAL SAMPLING & TEST ftEPOKT NO.
PROJECT(ML,e(~" L_A,4LE 7" AbA PROJECT ~ 90 REPORT DATE
~ FIELD DATA BATCH DATA
MATERIAL SAMPLED MIX NO. ~ L L i~
MATERIAL SUPPUER C*pj,/( TRUCK NO. 18 3
DATE SAMPLE TAKEN v'Z, IQ TICKEf NO. Ld•l 3 m ~ L S
T1ME OF SAMPLING 1O I p~" b SACKS CEMENT/CU YD
~ V1IEATHER C~Q 2, TYPE CEMENT ~
AIR TEMPERATURE BATCH TIME
SAMPLE TYPE /Z e--v END PIACEMENTTIME jC;-; 1j
STRUCTURE TYPE ADMIXTURES /Ir E R 90
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SAMPLE LOCATION H.E ,-1, p MAX AGGREGATE SIZE 3/'y-
WATER AODED (GAL) C~
TOTAL CUBIC YDS PIACED ~ 2- W/C RATIO ~'t lt
N SAMPLE TAKEN FROM ~ YARDS INTO PLACEMENT DESIGN STRENGTH 3 Om o
FIELD TESTING DATA
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TEST RESULTS SPECIFIED VALUES
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SLUMP (inches) f 4 ► A2C
CONCRETE TEMPERATURE (F7 ~S . C~ • so
• AIR CONTENT S. ~ ~ ^ ~ • v
WATER ADDED (gal) C~ 7-0 Ca6. L.
WATER/CEMENT RATIO 14ti
LABORATORY TESTING DATA
LAB ID FIELD ID DATE DATE AGE SIZE AREA TOTAL LOAD 'STRENGTH TESTED ~
NO. NO. REC'D TESTED (DAYS) SQUARE IN (LBS) (PSI) BY
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_ This clacument and referenced addenda are ta qe considered pce[iminary until ~..welwcd and signed bythe 5T1
_ constructian engineerandlorSTl prafeck rna na ger.
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered pretiminary until reveiwed and signed bytha STI
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REVIEWED B. DATE STI PROJECT MANQGER: DATE
O:lformslstllf~eldrep.pm 5
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATiVE
This document and referenced addenda are to be considered preliminary until revetiwed and signed byths STI
construction engineer and/orSTl project manager.
REVIEWED BY: 0 DATE STI PROJECT MANAGER: DA
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This doctunent and referenced addenda are to 6e considered prelirniinary until reveivved and signedby#he 5T1
constructian engEneer andlor STl prv]ect rnanager.
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5TI FIELD REPRESENTATt►IE C@NTfiAC7QMS REPRESENTATNE
Tnis dacezrinent and referenced addenda are to be considerQd prelim[nary unEif re►reiiwed and signed bythe STI
constructian engineerandlar ,TI prafect manager. '
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R WED BY: D . .A,TE ST1 PR JECT MANAGER: DATE
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Page 2_ of j . I1S= 3(623o MS= 176g6
Test L,or-atxon Ft. Selaw Wet ivlaisture I3ry Ndax. Feirccent Pass Re#es#
No. SG. Density (Percent) Density flensity Cvznpaction or c,f AT
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ENWEERNCi PAGE 3 oF 3
707 ws.s 7th • surts zoa (soO) 45&-WW
~ 5pdcer+a. WA 99204 FJU[: (W9) 4W"W" or \,dl»; 7-1
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STI F1EL[] REPRFSENFATIVIE CflHTRQGTUR'S REPRE,SE[+TATiiIE
Yhi.s doceament and referenced addeetida are fv be conssclered pre[imYnary until rewelwed and signed tythe S"il
_ cvnstructian engineer andlar 5TI project manager.
~ T ~
- E WED 6Y DATE STI'~R JECTMANELGER: DATE
D:lformslstiWieldrep.pTnS
.:orrespanding l3eficienryReparf Na: •
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DAILY FIELD REPORT
Pro,ect Nam Z,~,,,,~ Date: ~ t~~ .
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STI FIELD REPRESENTATIVE • CONTRACTOR S REPRESENTATIVE
,
This document and referenced addenda are to be considered preliminary until reveiwed and signed bythe STI
construction engineer and/or STI project manager. ~
Xy
RE EWED BY• DATE STI PROJECT MAN/1GER: DATE
.
O:V o rmslstlVi el drep.pm5
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INLAND SHELLEY LAKE 2ND ADDIT1ON 99100
MW= Pp~~ nELn REPORa
ENCMEF-RINC3 PAGE OF 1
707 w"e 7s►+ • s.,ns 200 (WO) 458-W4n
Spokan.. wA s4'J04 Fruc; (009) 45e--e344 ~ DAM 6
`
- - - - ~ ~ ~ - ' '
NORTHWEST MLD R.EPORT #
MATER.IAL SAMPLING & TEST KEPORT NO.
PROJECT ~uFLA,aAs PROJECT# qA L-0-0 REPORT DATE ~e~ 3a}1Q•~(
~ FIELD DATA ~ BATCN DATA
MATERIAL SAMPLED L' pt-.,~~ MIX NO. 732 1! I L
MATERIAL SUPPUER to, TRUCK NO. 10
DATE SAMPLE TAKEN IQ~ ~ 1~ti TiCKET NO. t O{~ 2-v Y-F
TIME OF SAMPLING SACKS CEMENT/CU YD S• ? S~
~ WEATHER TYPE CEMENT ~
AIR TEMPERATURE ~ L • Le BATCH TIME (,Q'3 '3 a SAMPLE TYPE t Z END PLACEMENT TIME
STRUCTURE.TYPE ~ (t,Q ADMIXTURES
_ SAMPLE LOCATION xv,;4 MAX AGGREGATE SIZE
WATER ADDED (GAL) O
TOTAL CUBIC YDS PLACED S Z W/C RATIO ~"l 3
SAMPLE TAKEN FROM Jp YAROS INTO PLACEMENT rDESIGN STRENGTH
FIELD TESTING DATA
TEST RESULTS SPECIFIED VALUES
k
SLUMP (inches)
CONCRETE TEMPERATURE (F) (q °
AIR CONTENT . J C_ - ~ • -
WATER ADDED (gal) ~
~.1 r--
WATER/CEMENT RATIO
LABORATORY TESTING DATA
LAB ID FIELD ID DATE DATE AGE SIZE AREA 'TOTAL LOAD STRENGT TESTED'
NO. NO. REC'D TESTED (DAYS) SQUARE IN (LBS) (PSI) ~ BY
207 I 7/1/41 7/7 f yy 7 ~ 6 X Iz 28', 2~ I IIZ, Soo I 39 80 b L
I 1 r I7izv 199 I Zy I r I, I I
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REV. 8/97 - O\FORMS\GEOTECH\MATERIAL RPT DOC
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015154
Po eoX 3366 Spokane,Wa. 99220 Po eox 9575 Yakima,Wa.98909
Dispatch Direct (509) 533-0208 ~ C Dispatch Direct (509) 248-2046
Bus. Office (509) 534-6221 ~G Bus. Offce (509) 24&2041
M~
11919 Harris Rd PaSCO,W8.99301 • W: 2500 Settice Way, COeUr d'A1e11@,Id.83814
Dispatch Direct (509) 54~8510 . Oispatch Direct (208) 664-2333 ,
Bus. Office (509) 545-8405 • Bus. Office (208) 664-2111
WATER ADDED AT
' CUSTOMER'S OWN RISK "
Waming:lnjurious to eyes.Causes sldn irritation.Contains Portland Cement. ADDRrofWL WATER ADDED To THIS ,
Read the tollowing waming betore.using: Contact wdh wet unhardened CoNCFtE7E tnnLL REDyCE tTS 3TRENa7H
concretet ar, CemeM or cement mnRures can cause skin irrifation, severe UMRED WARRANTY -
chemica ~s or se~ous da Avoid conq d and 5kfn. Th° °^h' °aal'~' a C°"tr'i P'°M~" g~{ s a eM egrees to accept responsibilNy for
~O"C°~° ~O ~0f ~rodi`~ °efeC~ ~O ~''~ter added ebove design.
WearvYa te~roof loves, a ful -butto~ne~d~o~- eeve shirt , ful , ngt~ tro~tsers
t ~ tM roum d the pwd~ase Prxe. In
ar►d ti tfitti e protection when wo~ian ~nnth thesema tena s it you have ,m ~,h,d C„~
to stadh Jn tete use vraterproof boo~that a~e ti~qht at the fop and high C, b, r„a, ta p„y a„ec~ ArrNed at job vwdh inch sArnp•
e to ee conc eie froflowi into em. It fin shing con ete, wear Maaecs, incieental « conseyueo-
ot~ma ter~a wash ~ eam~es resu~u~y rrom me use ~ ~~~~my~,
Imee s to o~~ ~mees. ~fter coftd withamy
off imfnediatell wdh fresh, clEan water. Indirect cWttact thnouqc ~ othng is as or ene aoe~ « ertsin wt a
d~~P us so om Ptty rinse these nlaterials ftom clothu~9 5~'immedfate nreunaa„ywaRarty Ni~,nrw
medical attent~ if havepe yeM or sev~e ¢iscom~ort.lrtcase ofeYe eam~~« muueemoee Ot~r add~iats
contac~ fl4sh wdh eof n/ater for at least 15 mmutes. Consun~1~lSfci3n w~ed,+ za aeu~err.we eo •
IfTtT112d1atCry. KEEP OF REACH OF CHILDREN! USER Al3REE3 TO CONVEY TMIS ~~ume resp~maibilrty far am ~ TESt C~RdCfg ~10Cfl
waR►mroroh~~vExsoNSw►ionwruseaecor,Eerrocorrracrwmiwer(uwuwoo+eo) da++aaa berond n,e cure iine.
CONCRETE, MORTAR. CEMENT OR CEMENT MIXTURES. RECENED -
BYX
IEAVE PLANT ARRNE JOB SiTE START DISCHARGE PINISH DISCHARGE LEAVE .lOB SITE ARRNE PIJWT gwy
8 ~ / ~ ~ z S ~ • 3 a , . ■ . . and er'spprA val orfeCany a~dedmn~
. . . . . .
DRNERS'
COMMENTS •
Order No. Cust. No. CPM or Customer Job Customer PO / Phase Code TICKET NO. Ddrer CPM Projecl No.
42 1..ertti~c ~=c 14]:32 844 I. AFtRY H
Customer Detivery Address Qate
, li iF-INSOIV CF1"IF'fV7 0.iIV7:R, , ,liM I 53H►-:i_I.F=.Y I.AK-_-Ft0T(":Hr=i.iFt1i Ei r-40-..IIJtV-9:+
Delivery tnstructlons KUP 1 - Zone
I Load Cttv Delivered Qtv Ordef otv Product Code ll(NiA Produd DescriWion Und Price Amoutu j
y, C)9.00 8o, ic:~ :~t;.i i t:~ --i. 75:~:~; r,:i.~~CT~ MAr_:N
1.00 ' :399998 1. AN ARCiF f.,FMFN T
9.00 :39999~~ REi ;UI_A f'0F"tY SURCH
Load#3ize Mix No. ~~Ptfbh » ,s:; + Slump f'E~;"~ CC Tnrck plartt Sales Tax
' S1 ~j:
.900 :i:T 3 ) ] a'. ; ..~.~a?'•~~<I~:~~Tt~..;R~; M~~~t~ a 0. CU"" ] IL) TOTAL DUE
RATi1H 8'f (CKFT WA7F~K TFtTMS:WATFRlYT):i:- 1-5.0 i'tROERe. 4
pr;ORFOATF 7ARCyFi"- Af:'!i_'AL .::TATi_IS MOIST Ai'iMIX TF'c TARC+FT AC:7UAI '::TA71_IS
- . TARE ZrR 171 , i'ARF rP.RO
i":;.%ANLi 7oi U L P 7240 (iLIT"f'0I. 0% CAI C ? UP'IOe(1c► 0 07 0 l N l"r.lL
FSAN1) 1~51300 I A t`i2hc7 iN Ti)'. f:+..r. % 11.B. HE-A 70 6e. 07 I.?. CiV 701.
:~2403 lFi _i.'? iC~ 1' N TI-_II t=~ d6%
%
%
'T pkE 4-19 7ARF Zi:ftIi
TARf- ~ E'kl TAftE 7 F111: 1
- 1_Fl C.; !5 410 I F~ f- 4 /.:.0 [N "i"i:U_ C:,WAff:R #1 1777 LB 1764 T.!`a T01-
'T ARf i 1 1+ TAF:h `j 7
LIATEFi AI .1.i iV1t- l:i ql' 19 0pl +="hlCI i" [ Ml~ 6e 14
~kpGfHfR,-k;
~ ~
~ NC]R~'H~uES~T lyftmo,-
- DATLY FIEL13 REFOR'I'
IIi ct Ha7: Date: . .
eLA
of ect Wo. Report wo.:
k~r ►hdirClYar i 1me
Lo~~~►r+~ phon~s number
. -neral ` traC#ac ' r c+ pr~ no numaer
a---►.~a ..J .
. `..brortractor ` • 5T ject l~at►~~ar~e numher '
190 No. ~ af ~
flanPower& Equipmerit Used .
mrrems:
MwkCompkftdAppamntly _ uL.S
spedrKmUom rPr,obkw„s
1thekSoIutk)a=y
-A
<-,L-bg ti Rim -"aRE_rr.`x hoit
~
d_
- srI FiELa REPRESENraTIVE CoNZRACToWs ~PREsEnrrarnJE This dacument and reterenced addenda aro to be car►sidered prelrminar+y until reveiwed and signed by the S71
Ganstryction engineer andlvr 5TI project enanager.
~
- , ' . . 74*2
RE iE'iMED ~Y: QATE 5`!'1 PROJEC7 EVIANQGER: DATE
Q:l[ar
rre~'-s~nt#ing G~cienC]► itepvrt Na; ms'lstilf~eldr~µpen~
~ f+a
-~y
~
~ NORTHWEST ~4
~~~~D REPVRT -f -
I'flj@Ct ]d'd1i1 --7 Date2 ! J
4-~'
,.Project No. Report Na.: 3-1
tatner w►rri►►at a irnes
tl ? C;,Q &Ne 't t,",
riorrt ~ p Lacal Repre.sentaitireJ'phoqe number
a Lkuvvp--~
General Ca actor SKe-Represerr~i-We'p-hfano etumqer
vbcdWactor - 5TI ject Managed phone nurnber' -I
e.~ ~zr~41L~,t+
Page No. 1Qf ~
-
Aanpower & gquipment Used
:ommeWs: '
wcwk com*tea Ansarmtiy 1.?._1~
pwS-ecww-itios Problems
rsohtfons)
l z l~►?~ [~l~.~~a `t~ ~T~ ~ ~r.~p.~.~t~- -tr.~ 1+►.~~c~~~, ~ L
laxJA", Aa.r% ftt.IIF32~ `Fa
-P ~ ~ ta ,4r- o ' - - -
~ ~i~.► ~ C.~
- 531 FIELD E+LEPRESEKTATIiIE CQNTRACTOR'S FERRESENTATPJE
I This document and referenced addenda are to be considered prelsminary until rere3iwed and signed bytha 5T1
constructiora engineer andlor STI proJect manager.
3-0
vz ED aY, oArE STI PRUJECT MANAC'sEld: aaTE
0.lform slstitfi e I drep. p en 5
uorresponding Qeficiency Repart No: -
~Gf1tFf~L"
P~
- ~ NORTHWEST
A r
SO&S, TESTlNG & INSPEC7701V
D~~Y FIELI) REPORT
inspectme$ f]aily RsAorr o.: 3-1
IPE PraJect No. Page No. 7- eg -17
Cramrnents ~
(wo& -Mpkfta appmwdr Lg>C&ve~ ~e-p-.,-cS
- Par vedkOlorm pcobim.s -
and Omw wMlmu) c
Who
~~►~l iL 1 t.,+ ~v~?a . C~: 1 w.t~ ~hR-•
I ~ u ~s A
r
-
Hon-cvnfrsrming Ftems:
014 okMrved aonshell6n b rrat -
i+ a-49- wILhy
~ -
`
~--~r~`~►
IPE FIELQ REP kFE CE iRE PM e:f]tJTRACTCiFt'S REP
OYi
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INLAND a ~ SHELLEY LAKE 2ND ADDITION 99-100
PACIFIC FlaD REPORT # 3 7
. ~ ENGIINEERINC3 PAGE 3 OF 3
707 w,st 7ah • surt. 200 (sos) sse-ds+o
\ s~okan4 wA 99204 vnx: (sos) +se-044~ ~ DATE 711 Llqy ~
~p6ENEq,~c
oy
o ~
. ~~a
, NORTHiNEST
DAILY FIELD REPORT
Iro)ect Name Date: .
-,4..~~~.,
Project No. ` Report No.:
~fG 16 a 3V ' Ar'nvafti ime
s C- p k.~, t 9, ~ ~ .
rlierrt n ' L.ocal Representativel phone number
~-a„ ~5[ M e.r~~
ienerat Contr et-or eprese~ nenumber
tTFrQn P,l.A
;ubconhraetor - ' ST1~Project Ma_ naged phone number
~'!L]~nLAG
Page No. I of r I
Ilanpawer 8 Equipment Used
:ommetrts:
~.~-~n`-•• ~'c.r Jv rr. .
Worlc Complebed ApparentlY ArrL.h.~
rSPecifications Problems
a.+% -ir wutions) ~.h 5 I ~ c~ ~~e l~ S ~ •lJC ~ ~,.~c•. ~ { + ti.~`c~ ~a , v
e-4 ~ 5IA 13 4 21
_/2a~~~ ~,p ~Y. rd allX ht%4 f'1c.xrX JY n<1 I-ST"s 41-t-ko S Gt~A .
► r~ ~ ` ~ tn~,4 1'~a +rl~r r r r_c.,~..i 3 TS
YC.~tSYr► ►'1~-x.~ t~C C~t ~J g-
STI FIELD REPRESENTATIVE , CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until neveiwed and signed by the STI
construction engineer and/or STI pro)ect manager.
E IEWED BY• DATE STI PROJECT MANAGER: DATE
- 0:lto+msbtilf1e1drep.pm5
fesponding Deficiency Report No: ' "
~~6ENEq,~co
o yg
NORTHWEST A~
wh,
DAILY FIELD REPORT
'roject Na ~~me Date: • llt~ . L~ L-~ `1- N- q 9
ProJect No." Report No.:
~v v 3 G!
I9e~~er arnvai i ime
.
~.r~►.~.i I 1,3D
Client / Local Representativel ne number
C ~t J ~a `
3enera on a or - Site reser' tat-ivaf p one number
- O-J,4w... C Q .A. J 9 1~ i~t~. ►r~u ~ _
iubcontractor • ' STI ProJect Managed p ne number
Page No. 1 of ~
Vlanpawer 8 Equipment Used
Commentsa n n
W
OoN ork Compieted Apparently a ,c K ~ . ¢ ~ U. 80 4D
SpecWw-dions
Solutiwu) ~ ~ $15 5 L A c vl~l a.T S ~ ~
{~b C"C,tr, ra if-.-K tt l It sT
J
. l~ ~ ~~,-.~,.a~~- ~a~ ~rr /~.Q ~,h•L v-~~ J~ 7~Ls 7~ 4i
~ `
c _ ILE;,
ST1 FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STI
co;ElIEWED ction engineer and/or STI proJect manager.
B"
Y: DATE STI PROJECT MAN/iGER: DATE
Offlo rm s 1s t11lI e I dr e p. p m S
esponding Deficiency Eteport No:
i %ApGfRE!},~D ~ s
NORl H■ ■ EST ~ ~+fifEQSF~' ~ -
~
RP
DAILY FIELD REP'ORT
-
`__aject N a [~ate: -
' 4LL" -7114 [ ql . ajec! Wo, ' Rc,~art Ns~.. ~t ~
U'dtier eI~~~ac ~ ~m~ g
.L Ca ~ r r..~~y 7.,
:11errt il ' L,oI Repeesetttati►re,i ~c~ne nr~mh@r ,
'P~J 9 ~ ~ \ ' i'►/ ic] 9 ne ar~tra~or ' i~ eprr~se p vnenwiaber
~
jpbcogtractor ST~ject Manage~" phvne r~umiser
"Cc ~ke~ wss. lL.ls
ge No. ~ of I
~ pornrer & Equipment Used
~ .
:omrnelnrts: _ f
A roblenis ~.~R2 fL.►1~ ~i ~ ~ #t~ `~f~-s+- ! ~ '~'~d.C~' 'b~~115 t
.Atlwie' sw:t;j
/,OTti~kEL~ ~ ~ A! ~s~.crxR.~ ►s.s,~' L~,d~..~ T~~~,1~ "C#!~ ~~T
Airv-
~~."f"~t2:Eh tv- T-L,..ro 1;kbasEL._ Gl.IJaw ~sjiL -"FEIc wcsIT-k. mt A-PALh-c c~F►53~O
Eg- _ma- euC
ZoEL
~•~►z.~.~ ~+I..~ -
STI FIELp REPRSENTA7IVE CUlffRACTaFt'S REPRESEN7ATNE
' xhis dacument and referenced addensfa are ta pe considered preliumirrary untit reven+ved and signed by#he ST!
' construckion engineer and/or SXl prajeet manager.
~%Vw E A B *Y: DA3"E 5T1 PROJECTi MANAGER: DATE
_ r
O:lfvrnnslstilfieldrep.pm5
'.panding Defcierrcy Report ~►la:
e ~ i RORT■ ■WEST
~
~ S'QILS, TE,STING & IN5~ECTIQN
y~ • r~~ ![f.[~'' .
~ •
NUCLEAR V d7. V G1J TER.7TRESULTF.,]
_ JobNam6i:3aju 7"~ .p.n~ STT Job Nn. liq t~ W.O. .
' Fie1d Report Nv. 3a Aate: -1f 1,4 (qj Tech: ~
Page I of -S . DS= + MS=
Test Location FL Belo►v Wet Maistura Dry Max. Percent Fass Retest
, No. , SG„ ;r Densit}r (Pereent) Density Aensity Campactian, vr nf DT
Elevation (PCF) (ACF) Fail No.
U Z ~.v L,r _ z L35.q t3A-,z.b P
- 7- 13+3 7• ~ (3o, 4` 14) 'Ite
~ -3
+ S-0 133.~ ~-0.Q ~
o-o r3°~_ o 3,-1 ~C>
-10: `1 1.3 17-v -_7 ~ ~ .
.
0 IFwms9Nutlearf"iuagc7esiwpsl
. ~ •
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~
~
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.
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.
.
~
.
~ ` ~ ~ ~ ✓ ; ; ' ~
1
I 1 1 f ~i ~ ~
~ ' / •
♦ /
.
~
> ,
.
oN-AND ~ ~SHELLEY LAKE 2ND ADUlTiON 99100~
PACM FlaD rmPORT
~ ENCHNEEHINt3 PAcE 3 0F 3 -
707 wr,c 7m - s„l:o zoo (WO) 45e-aa+o
\ spoka,.. wA sssa vAx: (sos) 45e-6e*+,/ `QAIE: -7r ► 4 tqQ . ~
~GENEqq~c
oy~
~ NORTHVr EST r•OfA61EPR','o
DAILY FIELD REPORT
roject Name Date: •
L,4p -7-/~=5y
Project No. ' y Report No.:
matmr rarnvai i ime
~.'ov ~ ,
lient ~ Local Representative~ phone number
i~2t , ~i
a~enera ontractor " i e ep ese p one n mber
~e.~A,
ubcontractor STI Project anaged phone number
Page No. 1 of ~
lanpower 8 Equipmerrt Used
-IT
;ommerrts:
Nork Complebed Apparently A=Ls~ t IL~ UD ~/J~[ ve ~it ~ t n, ~ h 7'
perF~ecificatFons Problems n I Q n
irsotut;ons) af cr~!'L wa eane ct
<T~'~'~()
g,7X o1?-/a,6 .
~~~,c~c~r Sa v► Al a~✓,6r
Srd~~~~~; 1/T~~, vJ I~.cJ` L~~ ~"InISh►
-~t~ ~J f7 Q4~0 vd~i [4* cW.LV~7~ f or Cr d/c.1-G.~ L -tAl 1Q4L1/ _ Lt~,, Ll S S~wti
o sevved -noi- 4es .
c /i ~ ~r- A c.o~G
STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STi .
constru tion engineer and/or STI project manager.
G~` ?-73-~
E EWED BY: DATE STI PROJECT MANAGER: DATE
o:Vormsbtl Vie Idrep.p m 5
Corresponding Deficiency Report No: •
~ . ,
. ~ ,
,
{0~
J /7
~ .
~
~
, ; _ •
~ ~ .
~
. ,
~C~!'1Z l.~ • ~
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Coh u-eAe. p(a «d oh 7Y/4
uo+ {es ied .
,
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~ J
oNLAND ` ~SHELLEY LAKE 2ND ADUITION 99100~
PAClFlC FlEto WOFrT # " y ~S
~ ENCMEERINa PAcEa oF~?
707 w.st 7m • suico 200 (soo) ase-aM
\ spoka,e. wA 9s204 FAx: (so9) •sa-ea++/ N.pATE:
~
HORTHWE5rZ' -
nMD REPaRT# y.~
, MATERIAL SAMPLING & TEST REPORT NO.
PRcJEcT PROjECr: qcL,r e)o REPoRS DA7E
~ ~IMM DATa Il BagcH DATa Il' MaTEaiAL sw~PLED MIX NO.
12 Li 30
?
MATER1Al, &UPPt.3ER TRUCK N0. q13
(3ATE SAMPLE TpKEN ~~CKET NO. tzu 9-Lv-
3
TlME C1F 5A1f►IPLlNG ~ 5RCK5 CEMENTICU Ya ~ 7
WE14THER 1YF'E CEMENT ~ ~AY
uYlnV c+'r J
_ AtR "f'EMPERATl1fRE BAYCH TiME
sAnnPLE nPE ENa PLACEMErrT TIME
~
sTRUCTURErrPE Sa S, ~.,~.1 ~e, ADMrxTUREs
SAMPLE LfJCATlaltik NlM AGGREGATE SIZE
WAYER ADDEi3 (GAL) T(?TAL CU61C Y[]8 F'LACEU VIIfC RI4TO❑
SMPLE TAKEW FROM 10 YARD5 IM'Q PLACEMEIJT DESiGN STRFNGTH
FIELD TESTING DATA
~ 7EST RE511L7S SPECiFiEC1 VAL9,lES
5LU[VIP (inches)
COtVGRETE TEMPEFATURE LFy 67" ~C7` ~F17 ~
A1R CDNTENT . 3'/,)
WATER AQDEO (gal) WATEFilCEMEI+Cf RATlO ,~q ~rr~ -
LABQRATvRY TESTINC DATA
EAS ID FIELi} ID dA'CE DA'6E AGE SIZE AFtE14 7C1TAl. LOAQ STftENGTH 7EST'Ef1 ~
' NO. NO. REC'U aE57ED (DAYS) SQL1AREIW (LB5) {PSI} BY
a o 9 eFq -7 4 6~da dg.2 4
I . . .
, REv. 8r97 0 WOR MsE~~OTEcMtMATERIaL RPT Doc
.
r , ' •s.J , r
: s~
CENTRAL PRE-M~IX CONCRETE GO. ~AUDIT. ,
~ • . . . . ~ ~
PO Box- 336F'SPOICa~I@rW8. 99220 • •n. 0 16 C"}+'~'J:" S
/0 PO Box 9575 Ya{CII'Yla Wa,98909 ~
- nispatch Direct (509) 533-0208 Dispatch Direct (509) 2~48-2046 1
tus. Office (509) 534-6221 ► . ~us. Office (509) 24N41 ~ . _ , • ~ ~
11919 Hartis~Rd paSCO,W1.99301 W 2500 Settice Way, COeUr d'Alene,Id.83814 ; 1:•~ '
Dispatch Direct (509) 545-8510 • _ ~ - Dispatcli Direct (208) 66*2333 ' • •
Bus. Office (509) 545-8405 Bus: Office (208) 6642111 : . . .
. • WATER 4DDED 4T.4.• . ;
- ` . . ~ . CUSTOMER'S OWN RI . ~~y..
Wazning:lnjurious to%eyes Causes sldn irritation Contains Portland Cement, aDO17toNqt, ATEFt ADOEa To
I Read ihe toilowing Jiraminy,before ustng: Contad with wet unhardened ~W c~NCRETE ynrtEpuCE ris gT
conc~mietet mortar, Le ment or cemerrt irtbctur~s n cau5e i e -
che
n:: uTn:VQnry eaw f~~ a t epreea to eccept responatbUiy~ a,
ca bums or 5erk~us e da ..A contact ' n ~e
W' vrat roof lo4 es, ful -butt e sh' ii '~4r Vh m` ocoi ~dto v~er addee obove d'es1pn- ,ti h,w mver~t shae cerdral wo-Mb~ c«. to in vve ea e at the top artd ~ yo ~ ft ~ ,qff~ ~ ~ ~ ~
IQ1E~ t0pf0 ~~eS~ARer 0WI~ aIly'~oT is~ m~ani gt',A ~ ~mrea, Inaed,hf a consequen. -
01( ' late~~~ wit~h t I asA~
resh clean water. nd~i d h [ cot5ta c
sai eamaties rewnin~ aom n,e use q~ ~r at custorrw wke so~prom~ nnse ~Eelc iate °f n,e aoaucts w ar~n, are or ,
uot~- it have er~t a r s e ve~ ed~ l n c s e a f ~O~°`~W' ~ .AO"~Df
eye damaQes « ~ Wm ~ Other add1~0m
sEw~ m ntv ot w~or a ea5t 1 5 m inutes. dnsutt c t~ n wroetn 24 n~ o~ a t
immed~t x~r 6F REACH OF EN! USER A6R~3 TO a o~ ls no .ssume r~va+si~rny eor a„~, T~ q~ n' .
W A R f~ l O T PE R S O N S W N O M A Y U S E O R C A A A£r1fOCONfACTWRHWET(UwtAit D) damap bdYond tla au6 dne, ~
CONCRETE, MORTAR, CEMENT OR CEMENT MIXNRES. ; LL'RECEIVED
IEANE PtlWT ARRIVE J08 SiTE ~9'tART pSCHARGE' FII~YSM DtSCHARO{i IEAVE J08 SITH µRR11/fup-pM B~ L :
~ • ~ ■ • . • • ~~W gent fCCCIpt O( COflCtIt@
i • Q~ ■la• ~ ~A ~ • • a ovai of any addett ftems:~y
ORNERS'
COMMENTS
Order No. Cusl. No. CPM a Custwr►er Job Customer Pp / Phase Code TICKETNO. DrMer CPM Project No.
56 t:3q. :i8' i t7l 3:i79:3 ~ rIFNNi S W ~ . .
~
Date.~~
. r" °
.c~ HorNSr~N CFMFNT G~i~NT~t.~, M ~SNE°~l'I~EYg L K.
.DNti~ery G1"CtlOnS ' r. , ~ , . • . . , ~ , t ~'7P ~ .~'~i__
=~r•s-. _ . , - ~ • _ ~,o ~vy
~ , 4?"~,~:~:~~: {k:/. - ; . . ~:ti«i: -:~'-fi^~," _t ~ ' i y~ - . /t. ~ ~ ; . • '1.~ . .
'r..,_, l~ y ~ r ~ , ~ . '
DetiVered Qhif•1 Ord a P Cod@ •~i.. ~ y', - rOlp• ~ ~ 3 •1 • t' - ; • /'4 ;-~f: '
S.~ ~ t,~t i , ~ j P~` -~~~7~~'r-~~ A UNt Pr~s: Artlour~ ^ j
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STI FlELC] REPRESENVATIVE CONTRACTDR'S REPRESEfitTAT1YE
; Tisis dmcument and referenced addendaare ta be considered prelimgnary until reveiwe+d and signed bythe Sti
cvn truction engineerr andlar 5T1 pro]ect manager.
_
;4 7°6-
~
EVIEWEn ~ DATE 5TI PROJ€CT MAN►4GER: DATE
A:1i'ortnsLs~ii~eldrep.~rn S
isqonriir~g oeficienc~y Repor# Nt~:
I
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Qa#e tp iqi Inspectors Daily Report No.:
STI P+roject No. rJage tvcs, 7- or
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(Work Cnmpteted ApparenUY<-:;~0I.f &P`F`e'Z S u U`S L%--,P-eF C>W7Arbj -Tw
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SUII~S`, TE~'Tl~ .~C'r & INSP.~CTIC~~11 . ~ . . NUCLEAR G~UGE TIEST REST]L'T'S
IMJab Names=..~ ~ k-e- sTI Job Nv. qq c ov VV.0. . .
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~Field Report No. Uate: ~~1 (c q Tech: S~
~ - - -
- Page ~ af ~ D5= aF MS= 3 4c:s` z
~ Test Lacativn FL Belaw Wet Moisture I]ry Max. Percent Fass Retest
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. Page t4 of `,.5~: DS = M,c~ ~ ~ T z.
~k Test I.,ocation Ft, Belaw Wet Moisture Dry Mm Percen# Pass Retest
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PACIFlC nUD RPORT ~ tf z
~ ENaENEERING PAc~ '57 DF 5
7a7 +#es# ith • Surte zaa (5m] 4w-em n.rl-k~ <;%tbe
`s~~~ne. wti 99204 F►x (Wa) *58-6844 `DA7'E: -111(e,j ~ l 51r.ewacAL
~ NORTHWEST
- , DAILY FXELD MPORT -
- Prof ect Name 7 Date: Iq ~
Praject Na. qq r100 ftepart Nv.e 93
Xrfiv-al tme ~ sife
GIierrt ~ocal RepPesentativeI phvne numbec
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5T1 project Mana ed phone num6er
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- 5T1 FIELD REPRESEPITA`f3YE CON7Rp,CT'O1rS R€PRE$EN'CATf►IfE
This document and referenced addenda are ta be cvrtsEdereef pcelMnary until reveiw+ed andsigned 6ythe 5T1
- constr ct;an engineer andler STi proJect manager,
- , ,0.
EYIEWED B'~: DATE STI PROJECY' MANdGER: [3ATE
O:Ifo rmsls[itila Idrep,pm5
Gorrespionding Deficiency Report N+n: _
t[~er
- ~ NORrHWEVT ~1rE1~
Ua#e 7/1r Inspecto~'s paily ReporE ~1a.:
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STl Project No. p G~ r a+~7 Yage rlo. oY -
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Carr~rnent,s: ~I n
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- STI Field Rep 4STI GE STI PM Contraoctor's Rep
NORTHWEST L~ 3
FIELD REPORT #
MATERIAL SAMPLING & TEST REPORT NO.
PROJECT ke- PROJECT # I~ I D O REPORT DATE
~ FIELD DATA BATCH DATA ~
MATERIAL SAMPLED ~ l~l C V~ TL MIX NO. ~ Z I I 3~- -
MATERIAL SUPPUER C PM TRUCK NO. /4 g
DATE SAMPLE TAKEN 7/001 TICKET NO. I 0 134 O Z q .
TIME OF SAMPLING I Oir ? D SACKS CEMENT/CU YD
~ WEATHER -7S 9 F C~eq ✓ TYPE CEMENT L F- 1
AIR TEMPERATURE -7!;b r BATCH TIME I O~ I I
SAMPLE TYPE 4)C / Z C y1S END PLACEMENT TIME I D:4S
STRUCTURE.TYPE s r d ewc, I{c, ADMIXTURES f}- E/} `1 `I o~
SAMPIE LOCATION R0 I GL4rd DV , MAX AGGREGATE SIZE 3/9 Irov ad
Z O f SU WATER ADDED (GAL) ^0"
TOTAL CUBIC YDS PLACED ZoOf 4 0, I W/C RATIO Di 4b
SAMPIE TAKEN FROM 12- YARDS INTO PLACEMENT DESIGN STRENGTH 3 O b O Q S i O Z~ day5 .
FIELD TESTING DATA
TEST RESULTS SPECIFIED VALUES
SLUMP (inches) 7~7- . 7 h O r V 16, A v+ To) •
CONCRETETEMPERATURE(F) ~ V&T F 5-0-?OOF
• AIR CONTENT 9.,7 WATER ADDED (gal) • _ '0- v
WATER/CEMENT RATIO D. `I ~ OS l+~ ~
LABORATORY TESTING DATA
LJ1B ID FIELD ID DATE DATE AGE SIZE AREA TOTAL LOAD STRENGTH TESTED'
NO. NO. REC'D TESTED (DAYS) SQUARE IN (LBS) (PSI) BY
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DAYLY FIELl7 REPURT "
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_
_ 5Yi FIEl.L3 REPRESENTATiVE CONTRACTOR'S REAREfiENTATNE
This dacument and referenced addenda are ta be can.sider+ed preliminary unfil reveiwecf and signed by the S"T1
construction engineer andlor 5Ti project rn anager.
- Vl EF) QY: DATE STI PRQ.lECT MANIQGERe DAT'E
.
, spandng D~'iciency Report Noe O:lforsn slstiLfie! dreppm 5
c _
~ ~~~TH~~ST
sLe IY Ia e ?"A
Date Ir~spectc3r"s Daily Repmrt f~a.:
~'-~~-i ~
571 Project Nd. ~ ~ ~ Page Ro. ~ a~r
~
Comrnents:
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NORTHWEST ~~•~~e
SOILS, TESTING & INSPECTIQN Cy .
.
NUCLEA►R GAUGE TEST RESULTS
~ Job Name: STI Jo6 No. W.O. .
Field Report No. L1 Lj Date: Tech: GU
~ Page 3~ of y DS= 36 a36 MS= 1) 6F( ,
Test Location Ft. Below Wet Moisture Dry Max, Percent Pass Retest
No. SG. Density (Percent) Density Density Compaction or of DT
Elevation (PCF) (PCk) Fait No.
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~ spoka+a wa 99204 FAc: (509) 4sa-sa4+/ \dAM 'y -?-i-9f ~
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Praject Name Darte; 7 12 z/17 ~
' Prvject No. - Report 1rl@.;
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5Tl FiELQ REPR~SENTATIVE CONTRAGTpR'S REPRESETCTATIl1E
This document and referenced addenda are to be considered preliminary until reve'iwert and signed 6y the STI
canstruction engineer andlor STI projecE manager.
~ EYIEW BY; DA,TE 5TI PWEGT MANaGER: QATE
o:Horm s1ae1H! el drrp.p rn 5
Gorresponding aeficier~cy RepvrE NQ:
~ RLAd►~
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~i - NC]RTHWEST
0ate lnspecter's E]aidy Report No.:
~'1~z~~' ~
5TI ProJect'Nv. ilage tvo. a1i -
v o ~
comments.
(11Vork Compleked ApparentlY__,~ t TV ~ qIsT~ de- L+rC4 ~
perSpeaifcatians Problems
and theie ivlutiwns) ~ a 4ed 479 9,~r t o o o,f& ~
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,tl ,eA ~Q_1,Lo, Tm,,-~, C~-d -~e r~e ~c.c e grp~- trr Gl~l~ ~~.i~ ~'S .
~P e- . ACLV ~_'a w r.~ ef cx ~ri r~rc~ c,o~
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92- ~ ~6l ~4r ~ ~ ~S S fo p V~• [J~ 1 wl'G6+
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~
' STI FiePd Rep 4STI CE STI P{l+l Gantractat's Rep
~ i ~>t•i r ~ .~nF:J`•+r • . . • • . ,
NO~1`HWEST
. ~o
~ SOILS, TE,STING & INSPECTIQN
. - . ~ NUCLEAR GAUGE TEST RESULTS
Job Name: Sk.elly(.etk,e STI Job No. 7 q
lpo W.O. .
Field Report No. L~ 5-- Date: 7~Z 2~~' 9 Tech:
Page 3 ; of q DS-=t, q MS=
Test Location: Ft. Below Wet 'Moisture , Dry Max. Percent ;Pass Retest
No. SG. Density (Percent) Density Density Compaction ' or _ of DT ,
~Elevation (PCF) (PCF) Fail No.
~ 0 147,5 3,3 14Z.7. 139.5- lOD ~
, .
D` 134,0130,3 13
-
3 D 133.5 7,0 1 zs.a ~z
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INLAND N ~ SHELLEY LAKE 2ND ADD1T10N 991001
PACIF1c FlaD REPoRr ~ y S
ENQiNEEH1NG PAGE ~ OF y
\707 west 7tn • surt. zoo (sos) 458-8aa
Spokana WA 99204 FNL (309) 458-684A DATE 7/2 L
~
d_
, cp
~ NORTHiN~ST ~ .
. ~ A~
~ .
~ DAl[LY FYELD REPQRT
~ r+ro]ecE Hame y ~ t '7~~ Qate: -7 /?,1,
i 'roject IrCa. ~ Report No.:
~r qf ao brnvail ime ~ b oFf sO7E'
750 r- G(ectv- 17" 30 o
;1~ 'Loca1 Represerrta~nrel' p~vne n ~c~r ea
GAoc~w~e~~c ~ve4oo~.e~+ us eif~a~
;eneraf~e~actor ~pr~r~ p orre namaer
UC4+w.c4w opb
~ Sulcvntrsc#vr + rSTI Pro]ect Mar►aged phone number
A-C w 9- 141 G -k1/'!A 15 /~t l.► ~b y+ 4. ~0+.► ~6•[~^E.7C e ~ ~~-t? t SrA ~1
Osge No. -I af
Manpvwer & EqLdpmenE l1'sed
~
1:Qmtti@IttS:
~ nW---CMq*819dAW,mt1y 0*+ s ~ 5 jo e C
~ So~utln~) [t I~ ~'l+~ C ~ . H ~1 h ~ ~1 ~Y' r~i ~7 v,~11 ~ ~ • 1~° ~ r
of- oVr Ar/r~~~ (o+va e4v r wA-L-P ~a t[")-±32-1P Sa; I a(0 P
H r] v4-1. S. m"f" R r7 Ts. ~t7C' ir ~ ~ N~ iI7 4-S 6-$ Ql- .I e~ Ir ~ i-~4 U r ~..ai 4"Le_ +0 r[r rI
aqq~ H S4- ,e- f rde r,vc. C ti. ~fs~fJo ; 1 1-1- aL 0 0 4` + -av r.,
s~ ~r.,~ w~ I,.~ wa~ y..a vc~ x~-~. S-1-- v'F S~ •
Mct4C►~oli!s wa S kin 4- o c.. s t le. . Tt ti 30 ti Ccati c t-,g le- cu a 5 ~rD 'f
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$p FIpLD R~PRESENTATIYE C[3N'TRACTDR'S REPRESEI+LTATiVE
s~ This clocument and referenced addenda arato he cvnsldered prelimf nary until reveivved and sEgned bytHe 5T1
coe*structiort engirreer andlor 5TI praJect rnanager,
,
ff-ZkEVIEYV BY: DATE 5Tr POJECTIVIAMAGEFt: DATE
,
C1;VTn~snsLsWleldrep.pm5
Corresponding tiefrciency RepcarE No: .
f
~ tut~k`
i
- • ~ C
NORTHWEST
Date ,7/Z6 /q q Inspector's Daily Report No.: y~
~
STl ProJect No. q 9 (v o rage tvo. ,Z or 3
- Comments:
(Work Completed ApparenUy -}'lt(,~ 4- 4L~p6' + y~IOtC t~K~ ev,-4" /os pD S '"poH eJ VI4'-~
perSpeoifioadons Problema
and their Solutlons) ilP w e e lc •
wV( 10- ok s iA, P._ o b sevv-eck a. -"ee-.C0&.-1'vu c,-4o r wu s v s i...~ oL b o~tpt+ nUa (,,H}ec(
aw~t~, er J6t ~i --v excuva-le eos~,~~s ~K .euc~ pos~r w~er~ -}'4~ ~Dpso,*l
_LAA 6 aCe-d . ThC., S d b C,7v~ i"vti GA-Dr Ii aJI ho'f" 11 ci Gt al totL( k. Gt D h. -e-
_ +-G, e- a#,eu s 6 Pajjq -o(,•L(jel .-G,e._ u{tLL{y eus c►, e&, + orj-t,.e- c,~o v+1, rt~Lc.
o~ RD't"iGhM~ ~I~IVG i(!N't'G/(NS 1JN/~~'IVNC~ (/'T~~~11-f A v S4-A 1/4'( ChCIN S
-
wete- o421(~ akd .0-vereed d ebs otv'(((~ , t3otLih-rse` f- a"d
A V( S~'d,P i- S e~ H h P( 410i C±o ri o!)#! y G!J N Cefr h4`O S Pan D-P Yi e(~ w. u•-+ CO h S-f- r uC }[u a,
ab~.~- ~~tccAvu 4-9n~ P-od f v-E,%(tfr,s. L(~p
1'(,,o, xv6 r.u~,~c~v wus c,nctde. aware- o,F 44..~, co•.~.~i~-coti
,tf) wa S wavvqcJ of- bo 4em 4-1 ~ 1eJ a auevs. •
•
Sihc.P_
ti.n J- cvppe,-tm -~.e I e~ ~IlP sLir .
STI Field Rep ~ STI CE STI PM Contractor's Rep
• . „ ~
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INLAND SHELLEY LAKE 2ND ADDITION 99100X
~ PACIFIC FlE~o ~oRT
ED
= ENC3INEERMC3 pAGE 3 pF 3
707 west 7a, • st,rta 200 (50) 458-SM . ~
` Spokane, WA 99204 fAx: (sos) 453-6s+ 100, ~ OATE: 7/2 6 /9 -1
- E%
NOIl1 ~g-p-HIfY ~s
~~{~~~7T Q
€DAILY FIELD REPORT
roJsct Name flate:
ProJect Ho. Report Na..
t~
VgEmw ArnvaiTime ~ nF F S+rE
4~L .ri h i ! :1ient f.ocal Represerrtati►►eJphane numbet
'
aEffler'd Or 1 e,j/7~f eseL'{tatival phon/e 1lqF!'1de1'
jubcvrtracfor ST1 Pra eat Mana erl phone number
'age Nv. r of ~
Manprwer & EauYpment Used L
~rl?_r~ ~•t~' ~ ! ~i~rEv ~
rDR11fl@r1tS:
(W0vkC6ftq4eteda'PpanwdY •/`,'k'~Cl1~ilr G~~j C,f ~ t~.T ~ •3~] g,~ T+~ ~{a ~~rei~ ~ emcn~
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17r]d- IPAt•ip ~r. 131, tiP t'~ A.o f k'I~ st%!c a_,c1^X,y,
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SQ~+-~, ST' 1 f~✓ ~~h s i r y ~~Gi ~~v I.. Er~ F} k SvC .-t-p r
_ _ ~.K ~AG7'f(~+-~ ~~I~ti+ 4h r~ ~ ! • rT~04, vlr6+u[~ .
STE FIELD REPRESENTATIVE GONTRACT[?FrS REPRESENTATNE
This s3ocurrrent and eeferenced adslenda are ka be cansidered preliminary until revelrn►ed and signed by the 5T1
consfEruction engeneer andlar ST1 pro]ect managcr.
- ■ ~-J~ -9 p
V R IE'WEd BY; DATE 5T1 PRAJEGT MAMQGEFt; DA7E
'
Q:Slarin:LsllVflrldrrp.p m5
Cvrresponding p~cienry Repvrt Na: .
• ~ tlMqV
~ NORTHWEST
Date Inspector's Daily Report No.:
,*7 -act- aa y~7
STI Project No. rage tvo. a or ~
a S
Comments: n f ~
{WorlcCompletedApparenUy (
.~~~,p~r'~ 1Gc4J~
per SpecificeUons Problems 1 l ~
and their Solutions) -I'e t.,. ice.-!."t'v~t tw.~ e-~g1tr h J? A 5-fA B74Z2~-
,Js~. ~ZoTc_Fl ~D~X ~•r. ~ ~V ~ i ~ar C"
~Qd~a-Jr c T ~„f G ~v L ~I ~ jai li C.L v.sL~
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f
15 1u K q ovt Q)a n E vl ko LiCorrl ba H e c v i, bJ H o4- 1 N a T' L i s f' I w• C.
L-r9-BJ[Y5c'~e.f LaC o,J StTIC,- ~t'~i4-~~►1~.lh ~1~~
~►..al~.. i~c~b f} ~..lt~ e..~.1~Lt2.t 15 t.E~~ ~
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~►P-+'►'~ A 1zrl--> frpj-u r- 0AJ!)J7- 44E:1 .tE-- ► ~ .T~P~} -
r
STI Field Rep STI CE STI PM Contractor's Rep
-7 iY
WTA OL~Ti~WEST 1r~
~ SCJII.S, TESTlNC"r ~ IIVSPECTIQIV ; 9c 1,
. ~
y • ,~',f ~F.
- • • NUCaJEd7R lJAV GE TA11JT rRJJSULTS
■
JOb NalIle: STI Job No. W.0. 0: .
Field'Report No. 'L/ 7 I)ate: Tech: C. 14
Page ~ of ~ D5 =-3 4,2 3b MS=
Test Lmatian Ft Below Wet Mnistuse I3ry max. Percent Pass Retest
- No. SG. Density (Perceent) Densilty I?easity Compaction or of DT
Elevativn~ (PCF) ~[f'C~ Fai1 No.
uir- _
:SIA- i!4.,7-e 5-6-3
~ to+Fa ]
~nc C~7 w~ ~
_ 3 S i A ►Q +yls
~
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rr r r ~
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fi ~l '
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[ 97. 3 Ir h ~ ~
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n 13 dE~L_/ 7 4--7 a j 41 q,G
.LTA 'fo
a
ATa - 1`y -t ~r] Y 7C. ~ `illI
~ ~.f ~ 60 r_7 LY& ?
=L'14 13 4- 10 ~
' 1 n
_~TA 14 -~$'b
, - ' o W~sua,~Imcu,gtrai -p,
~ NORTHWE5T
- S4ILS, TESTING & IiVSPLCTIQ11T . ~ c
~ •
~ . . . NiJCLEAR GAUGE TEST RESTJLTS
JQb Nam'ei. STI Jvb I►To. .
W.fl. #r . .
Fietd Report No. t1-7 Date• . Tech.
-~t4 ' GV
' Page 9 af ~ x35= 36a3& MS` t 7~81-
~ Test Lacation Ft Helow Wet Moisture I]ry Max. Percent Fass Retest -
Nv, SG. I]ensity (Percent) Density Dessity C.Qmpaction or of DT
EIevativn (PCF) (PCF) Fail Mn.
RvO-OV`&-$Q ~
ITA j Y.-4 -7-0 LLI r --U p
~
6TA-_L,G + 9 b qb3
s. 0
a a '33
r~ ra ~
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• ~ ~ T ~ 3.7~ l~7
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- 0 IFormsWuclcarGuageTesl wpc
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!NLAND ~ ~SHELLEY LAKE 2Na ADDiTlDN 991 00~
PACIFIC FIa~ REPaRT 1 &17
~ ENG{NEER1NG p~GE !r OF ~
/f
707 wirst 7th -se,3te 200 (_5M) QW-U40
'f~~ ~
~ 5poken0. WA 99204 FIUL' (309) 1.'Si'8a". ~ dA~ 7-a
.
NDR,THWEST FILI.II REP[]RT #
MA7.'ERIAL SAMFLINCar &'I`EST I$EP(7RT NO.
, I
PRO.lECT cL-[,c=A1 PEtOJECT # oql 1'e-,0 }iEPOiiT DATE
~ FIELb f]ATA BA7GH C?ATA ~I
3 -z ~ t r ~
MA,-~~~~L SMPLED MLK NO.
N9ATERIAL SUPPLIER L• V, 1~k TRUCIC NO. i C7
QUITE SAMPLE YAKEN ~~KET NO. c v13 z-V
TIME DF SAl41RL1NG SACKS CEMENTiCU YiD S. 7.~
- - i WEATHEFt IYPE CEMEI+IT ~
v•
, AIR TEMPERATURE ~r[ ~ d BPITCH TIME 6`3 A.
SRMIPLE T'fPE END PLACEMENT'CIME ~ p~f ]
STRiJCTURE.7YPE ft.d ADMIJ4TURE5 ❑0 A
SAM'F'LE LOCATIOM ~8-t~,p~tLJ4I LO ~_~►~iI~WGGREGATE SfZE
WATER AC7DE[] (GA2) U
TO'fAl CUB1C YOS PLACEQ OZ- WIC RAXIf] 'Lf 3
SfIMf'LE TAKEN FRQM YARD3 INTD PLACEMENT DESfGN 57REHGTH 3='4~v
~p FIELD TESTiNG iDATA
TEST RFSUi.TS SPECIFIEd VJ4L'L1ES
SLUMP (3nches) ~ ~IA i-e. s
Cf71dCRE'TE 7EMPERATLIRE IF'! Q ~ ~
AIR CfJE3TENT (°Joy S " [y ~ ~ • "`7
WATER A~"1DEU {gal}
~
IAIATERICEIv9ENT FtAf'10 ~ ~ ~ ` ~ ~•••ti-Y
LABDRA7QRY TES71NG DA7A
LAB li} iF1ELD ID DATE DATi E A.`alE S4ZE AREA TD'FAL L[]AD STRENGZ'H TE5TEO ~
NO. NO. REC'Ll TESTEb (DAYS) SC]f9AREIN [LB5] (PS[) BY
- - z0 -7 r'77 1 1q q l 711/ffq 17 ~ ~ ~ 1-z 6 -Z 91z 6 1112, S-00 13 9ga D L-
~ _ ~/.Zgrq~ lzg I fawob I I C-N
~12 1? rIf~ 6 c--~
REl/ 8197 0-1F0RM51GE0TECH1MATERIAL RP'f.DOC
- ~ N OR7tiIWIEST ~
~ DAULY FTELD REFORT
Pmi~ infam„aom
PMed. Name: Qate:
- shelley Lake and 4113101
Ned No.: P4m No.:
c-7o-s~100 48
weadw ►a,tM Ttw. D*"n rhm:
clvudyrSrow 45° 12:55 3:10
iiiert LoW RepresmUM 1 phow nmbw
Landmark Qevelapment 8ustet Heibman
- CJenffWc0nft8*r s~ ftpwwww / OWN miw
C & B Excavalion '8ob Hehnan
5upm*actor sTI Rrjw Manager! ow►e numder
Johnsnn Carc+eto Bruce Hrnvard 509434 97i 1
pap ro. Of
t t
Manpnw &W Equoyat lso
(1) Foremmn, (2) I.,abow.
~FM Obse~
Arriaed on site roxpon reque.st af fi.he cnntractar. Tnspected cutb and guttesr on both sides of the shvet.
Top matmial was loose frram cutting for curb and gader, but very firan and unycilding with pt+ote.
5tativns inspected ~Rotchftri Drir+e are STi A: 14+00 - 13+25. Also, spprox. 2" laose mterial in
curh and gutter aeeas uspQCted.
~G 2eintative STi Fiel Contractor's Itepresetxtative
THsDoam:hrr ~ R&va=nDDEmkARE rD BEcoaDm ~a ~o r+~ ~a Brr rrtE
_ S'~ C~v~rsrnLtCr~ ~R ►N[al~ S`l~ € I,eR.
Le ~v►+~ by Date ~ ject Manager T3ate
C.OffeWndfng Ueflciency Repvrt No:
~ JV77 NORTHWEST ~
DAILY FIELD REPaRT
Praied Infarmat°smn
- praject Name aa4e:
She1lsy Lake 2nd 5102f01
, Project No : Report No :
C-70-S9901 04 49
Weather Artival Time: Departure Tirre:
~ Sunnylwarm 65° 9:00 1 0:30
Client: Lccat Reprasastative I pltone number
Landrnark flevefapn°rent Buster Heitman
C-en~~ ~~ador Ste RepresentaUre f phone number
~ C & B Excavatian Bob Heitman
Subcaniractor 5TI Project managerI phone number
Inland Asphalt Bruce Howard 509-534-9711
Page Np. of
l 2
V - Manpouver and Equipment Used
, 1 operatas, snd vibratory rv1leF
~ Fiefd Observatlnns
Arrive.d an site upon request of tThe contractnr. Performed density tests on compacted CSTC on
Rotchf4rd I]r. Initiab tests showed a non passing area from 11 +40 to the Nortth end of road. Aftee
reralling that asea, the entire roadway passed the 15% compackian requirement.
~
. ra r 1T
~ ~ . ~I ~i~ld Rep sentatiMe Contractor's Representative
TIfis MMMEwr nNn a~~~NCEanDMNoA ARE r4 BE 00n [ERREEo PPRREEuMirARV If FiEViENED MfD 51GNED 'SY THE
STF CONSTRUCTIQN ENGIHEER AN❑lOR 5 [lJE R
~ 1;,A64;-e~` ~I • ~J-~~ e. f
ze. ev~ wed by Date TI I~r~,~ect Manager Date
Correspondmg Defic~ency Report Nn.
~i.
- 3628 East Fcrry
Spnkanc, WA 99202
(5U9)
NoRTHwEsT 534-9711
Fax (509) 534-9755
_ `iuT o~ FIELa Cvm.rAcTivN TEsTs
' ~Date: 05142J01 Preject #:C-70-599100
Client: Landmark ❑evelopment Project Ilescr'rptinn: CQt15t1"Uction TeatlTig SeTV1G85
Buster Heilman Shelley Lake 2`d Addition
8225 North Dir+ision 5treet 5pokane, Washingtan
' Spvkane, WA 99208 Field Report #:49 Page 2 of 2
- Density 5td:48788 Moisture Std: 10425
Tecbnician: Tirri ]ahnsvn
Date Lvcatirsn Depth ae:aw wa M015h= % Dry M5terial PemeTrr Pan or aaeg ut' or
Test sG E]evWm ornsity oauity Typc Conspaesim, eail Na
II, Na. (Pcn
~ 1 ~ 5142I01 ~ 12+5[} CL Itotchford ~ N/A ~ 138.4 ~ 5 ~ 130.6 ~ GSTC ~ 96 ~ P~
~2 7 s r a z/0i ~ i z+a0 L o'R T. ~ r r rA 138.9 6.2 ~ 130.8 NCsTc I97 I p I
3 ~ 5102101 11+40 lm' LT ~ N/A ~ 131.3 ~ 6.3 1235 ~ CSTC ~ 91 ~ F~
~ 4~ 5142101 ~ 10-W0 GL ~ NlA ~ 138.8 ~ 6.4 ~ 130.4 ~CSTC ~ 97 ~ P
[I . ~ 5/02f01 9+40 ITRT. M N/A I 139.3 6.1 I 131.3 ~ csTc ~ 97 P
5102101 ~ 1{1°From N. end af praj. ~ N/A ~ 134.3 ~ 6.+5 ~ 126.1 CSTC ~ 93 ~ F ~
7 5102I01 ~ i l+2p 15' LT ~ N/A I43.8 ~6.1 ~ 135.4 ~ CSTC ~ 1[}0 ~ P~
8~ 5102101 ~ 25' fram N end af Peoj. ~ N/A 142.0 ~6.3 ~ 133.6 ~ CSTC ~ 99 ~ P~
- X Nuclear Method ASTMM D 2922-96 Standard ProGtor A aTM D 598-98
Sand Cvne MethGd ASTNI I7 1556-96 X Madified Proctor ASTIVI D 1557-98
Ynoctar Y Luh Ssmpla H Dscnptinn max opt coir iNax
deosity Mnisture 4=1ty
_1.1.4~.~..11
1. Fil! P. Test Results Comply With 5peciications.
F. Test Results Y)o Nflt Comply'VVigh Specifications.
rES: -
ic~ C. Le~n
boratory Supervisor
*'rJ'7 NORTHWEST
DAILY FIEIrD REPORT
Proiect Intormation
Project Name: Date:
~ Shelley Lake 2nd 5r03r01
Roject No.: Repart NQ.:
GMS990100 50
weamer An;Yal Time: Depaiture r~me.
Sunnylwarm 65° 9:30 10:30
- Client: Locaf Representafive I orme numher
Landmark Qeve4Qpment Buster Heitman
General Contractw 5ite ReprewtafiveP phane numter
C & B Excavatian Bob Heitman
~boontractQr 5T4 P€oject Manager ! phone number
- In1and Aspha!# Brur.e Fioward 509-534-9711
Page No. Of
1 1
1Nanpower and Equipmsnt Used
l paving crew
- Field Observations
Arrived an site upon request of tlse conbractor. Perfot'med density tests on AGP.The resutt crf tests priar
to acomplete finish rolling indicated a Failure Cv Pass the 92% cornpactinn starsdard. Ihad ta depart the
site prior to the cvmpletion of finish rolling. Randy from Tnland Asphalt was on site faking density
tests. Final results can protaahly be obtained from Inland. !
e i t Ir -
STd Fietd Represe tive Contractor's Representative
rus oocutaErerAwo REFEUENCEO aODE NnA rtRE TO aE cOwsiIDEREo PREuMiwvtv uNri €WEa Arta sVEn Br srsE
STl CDN5TRLICTIOH EHG NEER ANI}/[]R S'S`I R ECT -,R•
~
S~A &
evi ed by Date ~Project Managea Date
Cor4sponding Deficiency Report Na.
i
- S77 NoRTHWES7 ~
I3AILY FIELD REPORT
' Proiect Informatian
' Project Piane. Date:
~ Shefley Lake 2nd 5I08101
Praject No ' Report No.:
G°70-S990100 51
weatr,er Myau rrrie: ~padure r~me:
, SunnyJwarm 65° 10:30 12:30
CAient• l.ocal Representaiive J phcna number
Landrnark Deve9opment Busfer Neitman
_ General Contractor. Sita RepresentaGve ! phme number
' C & B Excavation Bab Fleitman
5ubcorttrddor STp Projec! Manager! phone numter
_ Inland Asphalt Bruce Howard 509-534-9711
Page No. of
1 1
- ManpDrirer and EqcjipmenE lJsed
1 track hoe, 1 walk behind fioish rQllerf 4 wDrkers.
- Field Observations
Arrived on site u]on request af the contractor ta perfosin density tests csn sidewalk compactian. My
first look at the compacted area seerined to indicate suhs#artdard compaction. I took several
informatiarnal density tests. They were at 84-$3 I waitel while C&8 finished a f re hydrant
connection. Af}er they wet and aompacted again I took more infarmational tests. The result was an
increase to 85-37 T tald Shawn he wouId need to soak the ground and recampact,
The g,raae af the c+ampacted material was nowhere close to being erren. The grade undulated
subscantiaYly.
' f +
!
STI Field presentative Contractnr's Representa#ive
THIS [DCfkSEH°f AND UFEREidCEU AD]EN6RARE 70 6E CON51DEREd PtE1114tlHAFiY [L ~VIEWED AF1ID SIGrfED 8Y THE
5TI G1]N$T~tIICi€17N ENGIHEEFi IWDIOR STI ECT HAi~R.
Roewed kry Date ~TI PrQject Manager Date
corresponding De(iciency Repor[ ND
f
NORTHVYEST j
nAILY FTELID R+ PORT
Pmed lrfamuttc~ ~ DO:
Shelley Lake 2nd 5M/01
Nect No.: Report No.:
- C-► 0-59901 00 52
vveam rffW The: DWatm rbm:
5unnyJwwarm 65° 9:00 - 9:30 12:45 -1.3i3
Chent kocal RepwArOM 1 ptm nwdw
Landmark Development Buster Heitman
- Cened Cw&actor site mwesffdoe 1 p*e munw
C & B Excavation Bob Heitman
- swxonuacwr sn ftjw Mwwgw I pmm nwnbw
1nland A5pha1t Bruoe HoWaFd 509634-9711
Pap W d
- - MwWser saW EWwot lJsed
(l) Singl$ drum Roiler, {3} Pemnnel
- FkW ObserrAom
Arrived an site upon request vf the Cantractor. Tm the am, su6gade was nat ready. Ferformed 3
density tests. 1 af 3passed. Contractor requested for us to rcwm in pm. Rdwned isl the pm and
perfarmed density tests on sidewalk subgrade on bcth sides of Rotchfnrd Drive batween STA 11-H0
a.nd 13+00. Al1 tests passed. See attached foe test zesults.
r' w ♦
ST t~ RepresBIltAtIVC CpI1tractfr'5 R@f7Ie5entStlVB
TFtlS DlC%MHf ANO REFEKPICEDAOENDA AFtE TfY 6E L F~VIE~cO AHD 91GTdEA BiP 7HE
5TI ~1'K~+ ~ J~t%~ 5TI AIAF44GER.
- d ~ ld 1
4Reerwed by Date TI 1'rajec# Manager Date
Correspnding []eWertty Fieport. No:
, - ~ 3628 East I+erry
Spv1ane, WA 99202
S`~j'',/ HoRfiWWEST (509) 534-9711
Fa~ (509) 534-9755
)RT DF FIELD COMPACTION TESTS .
' Date: 05I09101 Prnject #:C-70-599104
Cuent: Lar€dmark Develtpment PruJect I?escniptioa: Constrtruction fiesting Se.rvices
Bustear Heitmari Shelley Lake 2'd Atldhion
~ $225 North Dldisian Street Spokane, Washington
5pokane, WA M68 Fkqd Report #62 Page 2 of 2
Deestty S#d:49989 Moistm Std: 145 18
, Tectinkian: Jcff Hartman
L]etC I.ilCRtiGn Dcp* Bdm kvd Uhtworc X nry Maww A~ ras or ReW ot'LYf ~
TCST SI3. Ea+aioa DmutS" DaaitY 7Ypa CampaWon Fml Na
~ A1Q. R4tSliford ariVi Siidewalk (P'c1')
(West)
'i I 5-9-01 ~ srA; 12+50 ~ sc ~133.0 I 5.0 N 126.7 cs ~96 P
~2 l 5-9-01 ~ STA: 12+00 N sG 128.3 ! 5.4 121.8 Gs ~92 F
3 5-9-01 STA: i i+70 ~ sG I123.0 N 6.$ 115.2 ~Gs I as F~
I ~ M I ~ ~ ~ I i
~ Easti M ~ ~ 1 I
5-9-01 1 STA: 12+40 ~ 141.7 ~ 7.2 132.2 ~ I ioo p I
5 5-9-01 I STA: 12+70 I 147.1 I 4.5 ~ 140.7 ~ r ioo Ip I
5 ~ 5F9-01 7 STA: 12+00 N ~ 139,3 ~ 7.0 { 134.2 98 ~ P ~
7 I5-9-01 i STA: 11+30 135.3 ~ 6.0 I 127.7 96 ~ F f
~ S~ 5-9-01 ~ STA: 11+35 (West) 138.4 ~ 5.6 129.9 I 98 ~ P ~
aa ~ s-s-or ~ Re-test of a 146.0 ~ 5.1 13$.6 ~ ian I P ~ a
3A l 5-9-0 1 p Re-test of 3 ~ 139.0 ~ 6.3 ~ 130.9 ~ r 99 ~ r ~ 3
x Nuc1ear Method AsTM D 2922-95 standard Pracwr AsTM n 698-98
Sand Cone Mcthod ASTM TJ 1555-96 X Modified Procttu A.STM D T 557-98
Proctor a tae sam* it n~~ nm GPL com M=
dmdty Momium &=ty
1 ~ I Gmvelly SaM 132.51 8.4 ~
~
_ I M ~M i
1. Fift P. T~ Resu1is Comply w~ Specificac~ons.
F. Test Resuft,s Do Nat CompIy With Spseifications.
- - ~S:
X11 NORTHwEsT
I)AILY FTELD REPORT
Prnied Intormation
Project Name: oate:
_m Shelley Lake 2nd 5/15101
Projea No.: R$port IVo..
C-70-s9901 oo 53
Weather Amva1 Time: Depadure fiime:
Partly cloudy 60° 10.00 11:30
Clienl: Local Fteprasenlafive lpriorre number
Landmark Development Bus#er Heifiman
GeneraE Carytractor. 5ife Representative 1phme numher
C & B Excavafian 8ab Heitman
subcontractor sTr Nect Manager! Om rsumta
Tom ,lohnson Concrete Bruce Haward 509-534-9111
Rage No. of
1 2
Manpower and Equipment 4Jsed
fi personnel, 2 flatbed trucks
r Field Qhservatlans
AreiVed nn site upon requesd ofthe Contractor and performed cesncrete tests on a sidewalk pour nn
Rratchfard driVe. I took rny sample frasn the first 10 yds. of a prajeeted 30 yd. pour. The sample was
taken at approx. Sta 13+00. l made 4 test cylinders and buried t.hern an the east side of the sidewalk
appresx. 10' south of the jrsre hydrant.
~
STI Field Re~ ent~tive Cantractvr's Re,presentaki►re
Tms oocumEnn Fwn RE€EmNeEo nQOENanAFtEra eEcoN5iDEREo PREuww+RYurrri REM EWEo ►wo sir,NED ev FHE
S`CI f3ONSTRUCTtQN EHGIHFERAHDIOi 5l'[ ECY GER.
-
~
:5
~ Re~' ed by Date I Pro,yect Manager aate
Carresponding Deficiency Raporl Na:
PRO]ELT: Q
' PR(7JECT No.: C- 7~-~ 4~71t74
- ' REpo~T No.: S3
iffrl -N~~TMMT ~ATE:~~I
TEcH:
'3628 E.FERRv
SPDKdNE, vVA M02 C47NCRETE SAMPLIN'+G A.ND TE6T REPQRT
(503)534-97 t 1 Fax (509)534-9755
Y FIELD I]ATA ~ BATCH T3ATA
~ ~Nei 32113
nATEarMAU'rE , S&~-k I nurxrto.t ' f❑
TM OF SAN= lt7 :J~5 I'[TTO=No.s ~a 4r
oC~1'w 604-J W 1 ~a° I SACn CDMff 1 C-Y. 7J
TMCUMM ~
sMvLMRE TM MT(mTm rd =c~:
BAMPU IACA'iTON VwpIACEI4IFfr"I'II4LE
lAIlmmnwm
TWAL LUSIC YAM PAaM ~MAIL AGGREGA'lE F,r'~ V4 ' r
SANTU TAXEN FBDM 3 GY. of -i0 ~<iH WATElt IMbsI &0
Cre Ba= ~ ~s v~~ ~ 'i@irA1`Ut:CnMMl"RA1IO 0. t) 1
Notm DmGN81'REN['i'I[ 6 .
~ FIELD TESMC DATA ~
TEST RESULTS SPECIMD YAL►UES
I 3
~LU-W [114 in.) {A.S'1M C 1431 ~ Y-z
CUNLRET,E'I'EMPF.RATURE [ASI'M C10641
AIIR 4QNZ'EV'T (4.1°l0) [AS'TM G 2311
WATER ADflED (p!) ~ ~ga ~
WATER:+CEMM RA'I'If] C] ■ s- ~
LABUItATORY '1'ESTIN'G AATA ~
LAB FMLD DATB TEST AGE 5IM AREA TDTAi. 5'iMGM 1'ECH BREAK
W lYQ'. I,/ 11!'JCfL ~ATE :!"f (sq• bL) iJVlLJ !CS' 1 YPE
i . ,
SAWL'ED BY_~ff CRECKET3 BY b-t REVIEW'LI7 BY
ASIM C31,C-39,C511,C617,C1231
{715TU,E1BWQ'RMSCONCR REPt3RT V2.0 3100