25980 PE-1899 8TH & BOWDISH
~ TECHNICAL REFERENCE E ~
Perfom►ance Sumty Reduction
~
ATTACHMENT 3- FINAL CERTIFICATtON CHECKLIST (SAMPL!
pro)ect: ~9CEFFI 4D,D( TZ 0 o -1°E 1a 9 9 ,
Cortiiicate Head Lstter.
Statement of inient b certHy the ptojeet.
- PE Stamp and Slgnature. ✓
Recwd Ora+rfngs Mylar Orawinge:
v
PE Stamp and Signeture
~ Lettered cefficatbn statement (9.10 Spokane Courtity StandeMB)
ProjQCt oocuxwets:
Daily lRSpation Reporta:
FisM ReAOrls: ~
Mspection of p►stthau Pavirtg:
100% on SU ftmcilon aur+"vinQ. ~
campadian Repoft ,
Sewer tr+ench lifts.
,
weter vench rft. 4W
Utliity trench.UftB. ~
Crushed Radc URs. 6'
IYlabrisl Documonb: Fhdd and Laba*ttM Tests:
Flold Ttst Lab Teat
ump, Eur coment,
p.) Breafc Tsst)
Concreta: rz
dlon) C~adation, Prvctw)
Sut~Grade: ✓ mpa
~Shed Rpck: ompacUon. Depth) Grsdat'an. Prociar)
Asqhalt ✓ Compactfon. ThiGmess) qPjm, Gradation. OA Content)
~ On Sfb hns r~s Of Oral~ lbrm:
' ~ ~
~ Drywellss: ~ Vi
C.,utter Inlets: ~ v_ .
►
9' a,n►erts: ~ ✓
Sidewalk Vautts: I
DrBinape Ditchw v
Other. ~
tneom;ne l Outpolng Corrsapondsees: (This is a guiQe Bne oi required doameMs. bul not limttea b, ftr tinal oerfigcetian.)
Spokane County Standards ,Up h:~cetioe Page E- 10
' ApHt 2002
L
AIrEFFi ADDTTION
Slh AVENTJE & B[3W'DISH RC~AD
PE 1899
SPUKANE, WASHTNGTUN
(NE 114 5ection 21, T 25N, R43E WM)
CERTMCATTON ANTI CONSTRLfCTTdW ANSPECTI()1V REPC)RTS
for
Roads & Drainage Impravemeats
September 26, 2003
prepared by
LTSKH, xNC.
1220 N. Howard 5treet
Spokane, Washington 99201
(509) 338-5139 Phvne
(549) 328-0423 Fsa
US-M ~ngineering I.and SurveYiqg Environmentel Materixls Testing
~
, CER'T'MCA.T'E BY ENGTIVEEFL
. CEuTIFxcATrnN sY ENcIrrEER
ALEFFI ADISTION
AVEIV-LIE & BDWDISH ROAD
SPGKAhTE, WA sHINGTaN
I hereby certify that the DAILY FIELD REP(]RTS ("REPORTY") were prepared tay rne ar undec my
direct supervision and that I am a dufy registered Engineer undeF the laws af the State af 1Mashington.
These REPpRTS zepresent the conslructicsn work observed as near as can be determined. They were
~ prepared from informatian gathered during the construction activity by the cantract❑rs and inspectvrs and
are thought to be accurate. However, no guarantee or warranty is expressed or impiied as the their
, exactness and they should be used ozaly as a general representation of the constructed work.
I have reviewed the canstruction and to my knQwledge find it to be in substantial conformance tir+ith ihe
, appraved certifed plans and Standard 5pecifcations except as noted.
- N~r~, rv
~
4 ' ~►a 2c. o
- Prafessianal Engzneer's
, L.iC. Np. WaSf11I1.~T,[ari ~
~ oiPIREB 6l22/ o.,5~ Jeffrey N. LQgan, P.E.
~
- TJate
USKH, ]NC.
, 1220 N. Howard
Spokane, WA 94201
PH {509} 328-5139
~ FX (50I) 328-0423
ENGlNEFRWG • W+lpSUFtVEYING • PLRNNING • A4ATER3ALSTESTING
_or
~
, '
PE 1899 1 May 13, 2003
IIwSPEcTTON RF,?PQRTS
LJSKH
I, C/V/L ENG/NEERS ~ L4ND SURVEYORS Inspector's Daily Report
12E0 N. NOWARO BYNEE7' 101 THAlN ROAD
- SppKqNE, WA BpYD7 LEWIS70N. lD 83507
_ pr+ (sos) s2aYtsa Finx MW)) 7oe-ee2s
FAX (60.9J 32H-O~PJ
, Projecr. lT l 4 d''+7 Date: ~I5f 03
, V ,~J
Location: Inspector: kl,%
Weather: Job No.:
Contractor: Visitors: -5 KS
- G c„~ ~ S~
Contractor Workforce Presenr.
Contractor Eqwpment Present:
Summary of Daily Activities: 0-~!~
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raM u rrowrran s'raa--&'r ro i 7.1r,aw sxolua
SPOUCANE, WA F&PpY LBWi,~7'bN, IG 8350Y
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Contractor Equipment Presenc•
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12117 N MOWAfMS7'".eL-F' 1171 TFIALY FTORS7
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PH (3aH) 9$g-57 Y9 PH (208J 77"867
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' - Contractor: DA~Visitflrs:
, Cvntraetor W vrkforce Present:
Con[ractor Equipment Presene.
Sumrria'r'y of Daily Actiuities:
1:L i ~ c 611
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PhotosNldea Taken ❑ Page 1 of ~
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CIVlJ! ENC3INEEF?S 4b LAND SU141/L~YC:>F?S Inspector's Daily Report
7220 M. IYC7WARP BTFiPFT ror 'maw FtCwci
$Pq7G41VE, WA a,qW7 L_-WlS71C]N 1Q 0_1ig07
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7ob Na,: - - Weather:
ContraGtor: ~R-k~~ Visitars• W
, I ContraGtvr Workforce Present:
~ Cran[rac[or Equipment Present _
, 5urnma'ry raf I]aiPy Aetivities:
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SPO:~~~~ ~OUNTY U-TILITIES QJVISIC~ .
~ WAs~~~AT~~ ~~~RATIONs
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. ~ jCAT E CqMPLET(c`D: OPERA7OFt(S)
- !
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,rxuncao aue~ocas"v~'dst:s :£o-az-s
9 J` ~ S~Lb Lttr BOS`-
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~ SpaCa YYastetraYer •
72007 E Empire Weiy
Spokang, WA 98206
7iaL 509477 196.G. Fax 5Q9 dTi 6W8
lnspection-pratoca( -
~
F2~3 ~ DateWork ~ ~ ~ sleer dry ~ O~ ~ r I ser~iannum~r. ~ Sectfa6. Tlme
OSID9
~
~ Present I Truck -307 ~ Camera ~ Presat ~ Clear~ed: ~ G~ e.
U
Street e 7fh e! Map #1 ' MH: 716.9f7
'Town spokan4 frde4. nadaia MH. 116.311
SltuaUws Shreet • i1gPft traHic Tape ~ 1247 secVfln[engih. 779'R
Reason far insP~Wn: Post-Pava irespeLHan D]ameter. 8"
Secton Type= WasYs[yater NTateria➢ PVC Lengfh.
~ ProlecHpn;
L ~~d 21541 Reserved:
.Remark
S"
1:450 peasit€an cade okservation counter photra gra@e
3_40 T Tee, ae 02 o°c{odc, diameter 4 in 00.00.22 CS
~ 490 T Tee, at 40 o'dack, diameter d in 00:0a.50 fl
1F 40 7 Tee, at 42 a"cSock, diameter 4 in 40.01-44 0
?7.90 T Tee, at'fa o"cldck, diameter4 in 00:02 23 d
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7 25307 E Emgire Way
Spvkane, WA 99206
f i 7et 509 477 59&1. Fex 5og 477 68.9C,
Inspectinn-pratncvl
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- Town spokarsa Fle # no data Nlli: 116.217
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Reasvn fnr irtspectian: post.pave trispectIan plarneter 8"
, SeCfion Type: Wastevaater Matarral PVC Lersgth.
ProiecGor~
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Remark.
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72007 E Enlpire Way
Spokane. tnu'A 98206
rer sos 477104 . Fme Ss 417 69%
Inspectivneprotvcvl
Date. 1~41~QD3 ~ Work ~ 4 ~ ~ear dry ~ Ope ~ r. secUon3umber. I 5ectia ~ me,
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Reasan ior insperttcrr past-pve iaspctian Diameter. 8"
tNa[erhdP PVG Lersglh
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12C(17 E Empfrs INay
Spnkane, N1A 98208
Tek SM 477 7984. FeaC 504 477 6:798
~ Inspectian-protvcoi
Date lNori¢ # Nleather Operator sectionnum6er. SearQn Name
~ 05M912003 I 8758 ~ c[e8c bdy Chris ~ S I 1'!B_3{8.T
PresErrt ~ Tnnk. ~ Camera. II Preset ~ Cisarietf: I G2~de.
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Street easement Map'47. MH 11U16.7
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' Sedan 1`ype W~taswater ~~erial: PVC Length
~ ' Proiecuon:
Gnd 21549 Resarved:
- - , Remark.
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c/vrL,ff/ro1/vv,EEw?s Q5 LANO ,SUF?VEYQF7s InsA~~~or's DailePo~'t
N, HaWA131J7 $7'qEp'T 70Y 'TIYAW RC1RP
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FRIC (60'J) ....c... ...~.7 F.+4 C (~°~f 74d-H825
T4"A~-S
_ Pro je-ct: Dats- !54 1 5fslo3
LacaCion: Inspector.
rab No.: ~o C) wezther:
Conkrackor: Vssitars:
Cantractvr Workfvrce Presen[, r
Cvntractor Equipment Present:
~
Sumrna'ry of Daily Activities
~
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cIurL iff,n►►011rrAMERS L.aIva SUF?vEroF?s Ins~~~~or's Daily Repmrt
~ 1200 N. NOYYRF70 STAggr YOY THAfN HDAD
3Pp7C/4NE, LNR 00201 LEWI$TCJN. lA @33PY
PH (308) 32~H789 PH (2OPj 746-2681
FIl➢C (6Q9) -.r .^.,23 PAAC {('aOBJ 748-d=q _
PF-oject: Date
Location. ~ • ~ ~'`~.~~ro Tnspector ~ grMA
7ab PVo.. Lv 18 Wearher
Contracior. 11isi(ors:
~
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Contractvr Equipment Presen[:
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~ 5ummary of Daily ActiVigies:
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' cIvrL ~►++r~e~v~~RS 1;6 L-41ra suF? vErc~RS InspeC~or'S ~~~ort
1.2P0 M l-dQWRRp .9T]4E.E7' 101'ThL4W 1aCM0
.^iPpIGINE, WA $P207 LEWI,5Y6N, 10 936Q7
PN (5097 928-fi79B PH (2178) 7-46-266I
FA3C(50.4J 9~B-Ad$S FAX(('"117Aj 748-8B25
Prvject. (XL T7ate-
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- Lacativn: Inspectar. IA
~
Joh Nr.: Ma',= Weather:
- Cnntractor• visitors
~ Cran[ractvr WorkForce Present
, Contractor Equipment Present:
L
~
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~ 5ummary of I7aily Ac[iVities
' S
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< GllllL ENGIN,EffRS ~ L..ANE) SL"JF?1fEYc)RS InspectC1r'S Da1~~ ~~~ort
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, ~~~~~cL Date
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~
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PRESSTTRE TEST FORM
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Test Number_ ~
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Date afTest: ~j~)I02,
<Locatioxs or T.ine Designatian:
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1220 N_ HaWARL7 97AEET 107 TMAIN RaliQ
SPOKIWa WR $9207 d,--WI$T¢W If7 @ys01
PN {509) 328-6Y99 PH (268) 746-F667
~.aK gsns) sze-nos2s FAX f[2Aa3 74e-6826
' Project Date-
LDCaI161'i- InspeeYor•
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C/V/L E/VC/iVEERS Q5 LANO SURVEYORS Inspector's Daily Report
12e0 N. HOWARO S7REET YOl 77iA1N i70A0
SPOICANAM WJ1 H9201 Lc..',.:r . .+-N. !O B350r
PH (SOH) 328-573H pri p+pe) -1
PAX (609) 328-0129 FAX (C20B) 748-6825
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C/V/L ENC/NEERS ~ LA/w? SURVEYORS InSpeCtOI'jS Dally Rep01't
1E20 N. HOWARO 37REE7' YOY 7/ii11MROAO
SPOKANE, WA 09207 L6W/S7YW. lD 83307
PH (SOHf 32H-G13H PH (208J 746-2667
F.vt (sos) sas-11e2s Pax f(7ne1 74e-ea25
Project: Date• 3 /73 ( a 3 P! 1---+ d,tCA
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qi 1220 N. NC3WAFQ 67F}Egr 107 77,d711N RO.AD
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Locatian. Inspector-
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c1 v'L FJu(3/na►HffRS ~ L-AnvvsuF?v---rc>F?s Inspector's Daily Report
12C0 N. HG7WHRL? .s'Y14EtT YpY THAIM RCWO
- &POKANE WA 89207 LEWII$T37N !U 99SpT
Pei fsoaj s2a-s75a Pr-r Crna) 746-2661
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~ PRESS7JRE TEST FORiM
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Projeci: 4i.at:~ L-tl
Jab NQ.
-
Test Number:
Date af Test: q[0-3
~ I.acatiaaa o r Line Design.ation: t-C_`] M4 "S Lw-L-r~l- ~
~ Type of Test: Hydrastatie Watex Test ~ Pxessute Test
stem_ Wate.r L-~Sewer Othex
'Pxpe Foatage: Pipe Size: ~ LI L.iae TdentificatLo.
or C1ass of Pipe
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_ I]esign Test Press-ure: ~ • ~`~i
Y
~ Start Txme:
_ Izuttal. Pressure:
Stop Time 0 QOA r+ll
^
Final Plessure:
~
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Test Resxxlts: Pass ~ Fajl
,
- Comments:
~
I
1 RES.3LJ n r. .1. EJT FViV.Y.1.
PL[3]eCt:
~ j0b Nt7.
Test Number:
Date af Test: ~ ~1q. Q-3
,LoC~~o.a or Line De5ignation:
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~ Type of Test: Hydzostatic Water Test Ait Pressure Test
- - ASystena.: Watex L---§ewer Dthex
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or Class af Pipe
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i
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~
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Fanal Pressure:
~qe i
Water Loss: Pe=axtted by Design Actual Water Loss
- Test Results: Pass ~ Fail
~
C omments:
. a ~
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~ PRESSURE 7'EST PaRM
~
Project: ArL-V,-'`.°-'t 0 Y`-7
I
- - .~~b No. (a'~ I ZOO .
- T~~t Number:
Date af Test:
~ L~~~~ ~r Line a~~~~~~~on: !N~ q 9-.3 1-0
. '
--,'Type nf Test• Hydxostatic WaterTest Air Pxessuie Test
5ystenn: Wates le' Sewer C]ther
- Pzpe Footage: T'ipe Size: lz~ Line Xdeniif eaton 15 D
_ ox CIa.ss o£ Pipe
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~
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, Start 7'ime:
7sut~al Pressuxe: ~
• - - - S top T=e
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Test Results: Pass ~ Fai1
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-PRESSURE TEST° FClRM
1Pxaj e ct:
Job Nca. (e3ak
Test Nunber. 4-5
Date af Test:
-.L- ocation or Line Designatiarx:
„
r
, Type of Test: Hpdrostatxc Wate.r "Test ~ Pressuze Test
I es`ystern: Water --~Sewex D~'h~ez _
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Pipe Footage: r)t Pipe Size. d~7 ~ t 7.%ne Ide.ntif cab.oza '5t>
[7I Cla55 df PYpe
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Staxt 7`ime: ~ ~ 1 ~i
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F1L13l pTe5511Te: s - S oy~
WSCe.C I.,aSS: FEfiSDutted k7y De57gII ACtual WatP..L LU55
Test Results: Pass Fai.l
~
•
Comments:
',•11+'~.
L~~ 1
PItE5SURE TEST F(3RM
Paroject:
Job Na_ (5POk"ZOO
Test N'unibeac: 41-1
Date ofTest Oy 1 03
L.r:r"v ~t.
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I--' .I:~rcatioza aar ~e ~3esigna~vn ~L
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- - - • Stop 7'1me C( ` E' 9
Finaj Ptessure: ~ •
- 'IX7ater Loss: Pesma.tted bp Desa.gn Actua.2 Watex Loss
Test ResuIts- Pass ~ Fai1
Comtnenfis:
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Connments: it'.14i
Qne of our ciients~ahaut O3e frcquc:icy af lesiing wc ;vere daino a¢7 a projeCt thal ;s•as lo taont+aallv iac tiPmed over ta
[3ie Cvunty. "Chis lisa suinnnari•res nur r._scarcii cffan Ui;a€ibPa tlre sacsslguidelincs. c[c
Sigiied
Al[eji GiIT'ard
, bISCLATNIER
~ '3'hzs facsitrnic aiid any anarlunei3L5 are ecnfidc:iiiai,,cad Eesicndcd sn[cly far filc usc vf iIic nrdrvldll'slt S.'S' l'BZIILV jO
whozn tttiey are adciressed. -
- ~
~ aeoTec-c.~ s"INe~aIwa a aewrennwL3 rearina
_ 10020 Eusl }inoxAvenua. $uite 2{7d, Spoknret). WA 99208-4748
• 509 995-19041 Fax 589 981-2652
,PY'43jeCt Da1~y RepUrt
Mr Ken Tupper
KJT Iravestments, LLG
~ 122 N. Raymand
i
5pakane, WA 99205
- Project Narrie: Ateffi Addition, $`h and Bawdish
' T3ate: May 1, 2003)
I Client Nv.. T[JPKEN
Praject Nm.: 542206A
~ 13aily No.: 1873
Pet-mzt Nv.: Unknovvn
Address: $`h and Bowdish
~I
Inspection: Cylinder Pick LFp
a "s Personnel: Scott Wise
Narrative Strata amved on site and picked up cancrete test cylinders cast Apri1 30, 2003 and
transported them to the labaratary for cuxirsg and testzng-
, Due ta sckaedulinglcantract negotiations, no concrete is being placed tvday. 7'he
contractors indicated rhat the concrete to be plaGed wasn't in the an'ginal scope of
their work and are waiting far aurhorization ta proceed
Sincerely, STRATA, ZNC.
_Rick Wooawortn
Manager
Distributian. Wyatt Engineering
ElIer Carparatioza
1DANC] WASHINGTORI C3REGON • WYpM1AING • MflNTANA •UTAH NEIAADA
I I ~
~ RaOTZCMPIICAL ElVi3FNe4RlNP i +WAT$AIAL9 1H571Nm
j. 10020 Feat Knox Avenue, 5wle 2DD, Spakans, WA 95208-4748
I _ 505 881-19041 F ak 5M 8 9 1-2511 2
i '
.pI'DjeCt Da1ly REp[3d't
~I
Mr. Ken Tupper
- K]T Investments, LLC
122 N. Raymond
5pakane, WA 99206
Praject Name: Aleff Addxtion, 8~' and Bawdish
Date: April 30, 2003
CIient No.: T[JPKEN
' F'roject Na.: S02200A
DaiZy No.: 1$75
R Permit No.. Unknown
Address: 8`h and Howdish
[nspectian Concrete ,
Person.tiel: Scott Wise
,
Narrative: Strata was on site to perfornn concrete fie£d testirzglsarnplang vn the concrete beirzg
placec£ for sidewalks at the west side of the project (Wilbur Street).
' Approximately 20=E cubic yards of Central PreMix mix 4305566 was placed
_ throughout the abave mentioned area. Results of testing as follows for truck
#0601, ticket #349742: slump 5 112", air temperature 497, and concrete
- temperature 60°F. C]ne set t~f fouz' test cylinders was cast.
Srrata inffarmed Joe of Winkller of ohservatioxzsltest resuIts pnvr to leaving the site.
. Sincerely,
STRATA, TNC.
kick Waodworth
Area Manager
X]istributian: Wyatt Ersgineering ,
Eller Corporation
IC]AN(J WASHINC,TON QREGI]N WYC3MiNG M{7NTRNA UTAH • NEIAAI]A
I
~ i
~ ❑eorec-caL eNr3INeeRiNa a MwveaIw<s resT-a
_ 10020 Eas[ Knax Aaenua, Suiis 2(30, Spokane, WA 5H2064748
' 509 891 -t 9U61 Fax 509 S@ 1-2{I l2
tr
- PrUject Da1ly RE~ort
~
' Mr. Kcn Tupper
_ KJT Inuestments, LLC
~ I22 N. Raymond
' Spokane, tiVA. 99206
Froject Name: AlefFi Addition, 8~'and Bowdish
Date Aprii 29, 2043
Client Na.: TCJPKEN
Project No.. 502200A
' I]aily Na.: 1874
- Perrnit No.: Unknawn
- Address: and Bawdish
Tnspection: CanGrete
'
Fersonnel: Scott Wise
Narrative: Sfixata arrived on site to perfonn concrete field testing far sidewallJdriveways
being plaeed at the east side of the main entrance raad (Wilbur) off of $ih Avenue.
~ I]urinb Strata's first site visat that kaad been scheduied yesterday far the mflrning,
Winkler indicated that if i~ ~ontinued to rain they were gaing to cancel taday's
pous-, however, if it cleared in the afCernaon, Chey would paur the
drivewayslsidewalk ment~oned above. Winlcler confiznued to foz-zn up the
, remaaning sidewa]ks axad driveways.
- During Strata's afternoon visit, the cantractors placed approximately 20 cubic
yards af Central PreMix mix #305565 throughout the abave mentioned 1QCations.
Dne set of foiir tesd cylinders was cast to represent tgday's paur. ResuIts af testing
as fatIaws for truck #958, ticket #142fl73: slump 1.5", air temperatuxe 75°F, and
concrete temperature 6{]°F. Field test results were discussed with Jve of Winkler
priQr to leaving the site. Winkler indicated that they would be plac%ng concrete Fvr
srdewalk/driveways tomazxovv morning-
, SLuCeT~~~~
STRATA, rNC.
414- -
Rick WoadwQrth
` Area Manager
Distribution. Wyatt Engrneering
, Eller CarIaoratican
~
iDAHO WASHINGTON OREGON WYaMENG MC3iVTAi+tA LJTAH • NEVRdl1a
a e ~
~ [seoTecHHIc.r. erudInEeaiurs d rnwrer<rwLs resxitia
10020 F~asl I(naxAvenue, SuiEe 200, Spakane WA 99206-4748
, 509 891-19p41 Fax 549 991-201 2
Project Daily Repart
~
Mr Ken Tupper
~ K.TT InVestments, LLC
~ 122 N. Raymorad
- Spokane, WA 99206 -
Pxoject Name: Aleffi Additian, 8`'' and $awdiskZ
Date: Apri128, 2003
Client Ng.: TUPKEN
Project No.. S02206A
T3aily N0 11356
Permlt Na.: iJanlcnowri
AddreSS: and Bawdish
~ Inspectian: ConcretelObservation
1'ersoranel. Scott Wise
Narrative: Strata arrivea on sxte (as scheduled with Winkler an Apnl 25, 2003) to }aez-£orm
, cancrete testing. Due to scheduling canflicts, the concrete cxew was nat fln srte
• when Strata arrived. AfCer talking with Harry Harti.ing of Wyatt Engineering,
Strata left the site. At apprQximatelu 345 pm, Strata spoke waith Chuck Eller wha
- indicated that concrete would be paured tonaorrow rnorziing, kzawever, Strata
shauld cantact Bnan of Winkler (concrete subcantractor) ta confinm the schedule
' for tamozxow.
- , Sincerely,
; STRAT'A, NC.
~
- t
- xick tivoodwflrth
~ Area Manager
_ Distribution: Wyatt Engineering
Eller Corporation
IDRHO WASHlNGTOM r]REGON WYflMiNG Mi7NTANA • L1TAN NEVAaA
I
~
Ft a T 2►
~ IXEOTEGHHICAL EHOIfJQERIN6 a Mwr¢wrxLs rssrIno
1 0020 East Kmix Rvsnug. Sote 200. Spokane, WA 99205-4748
_ 509 897 -7 9N 1 Fex 509 891-2012
--Proaect Daiay Report
;
Mt. Ken Tupper
KJT Investments, LLC
' 122N. Raymond
- 5pakane, WA 99206
Project Name Aleffi Addition, $`h and Bowdish
~ Date: Apxi124, 200' )
C lient No. • TUPKEN
Prolect No.: 502200A
_ Daity No.: 1871
` Permit Na.: Unknown
Address- 8`h and Bowdish
Inspection_ Field Density
y ~ Persannel: 5cott Wise
- Page 1 0f 3
Narrative Strata was on site to perforrn in-place density testing on the ,ACP that was beirzg
placed taday throughout the site. Both Class E and Amixes were placed on the
str4p running east-west along $`h AVenue, and Class E1 tivas placed throughaut the
main rcaadway south of the site (Wilbur & 7`h Caurt).
Using a Troxler 3434 nuclear densarneter, Strata performed in-place density tests
throughout the a.hvve mentianed areas at randam locations. An average of 34 4 of
a 153) 1 pcf CZass E rice density value azid a154.Q pcf A naxx rice density value
was achieved throughout th.e a6oue mentioned az-eas today. Strata also abtained
twa bulk sampies of the hot rnixes used today and submitted the.rza to tkae laboratory
for mix verificati+an
Strata also ❑btained fQUr concrete test cylinders cast 4123103 and transparted thern
tv the laboratory fvr curzng and testing.
Strata infQrmed Hazzy Hartung of Wyatt Engineering of observaticanslfaeld test
resuits prior to leavi-ng the site. Harry indicated taat sidewal,ks z.hat remain re
scheduied to be poured to,rnvrrow momzng, 4f25103.
Sincerely,
STRATA, INC.
,
Rick Wvodworth
- Area Manager
Distribution: Wyatt Engineering
Eller C4rparativn
lf}RiiLZ WASHINGTON OREGON WYflNEING N1OAiTANA • U`f'1aH NEVADA
- FiELo DENsrTY TEsT REPaRT
! ~eport Na 1871
~
Jproject ABPeffi tjlddiEton, 8th &$owdish lPmject Na. Tl1Pl{EN 502200A I
i; 44124I03 lWeather Qr+ercastlRain iTest iviethvd Nuclear
ACF
.'ersonnei SCOtt WISe I
1
IICeneral Contracc4r Efler Corporatioa Supcrm[endent. Russell C,ooiiey
,tiCP Cantractor [nland A,sphalt 1Foreman Guy Anderson J
Test Rece Prabe Test Wet Clens2ty
-Mnm6er Tesa Losa[ion EEevatian° iVumber DcpEh pcF Percent Compaetivn f{~marks
W oFenuancc road DtT Sth, 23' trom
I~ I Bawdish BCIACP 153 ! B5 1461 93 4°/a CEass E!>iix
W of entranct road, 20' E oI 2Rd
2 dnueway BCiACP 153 i $5 1472 96I°!o Class E iRafix
I
I~ 3 $th & entrance road (Wi Ihue) BClACP 1531 BS 1476 96 4% Class E 111ix
' 4 E qfentranc c road, 2S' E BCfACF 153 1 IIS 142 S 93 a°lo Class EMex
II 5 E oFentrance road, 75' E BCJrACP 153 1 B5 143 $ 93 9°f4 Ciass E Mie
' 6 E of entrance ro3d, 100' E SCIACF 153 i 8S 144_7 94 .i% Class E iMsx
7 Ceaier 7th Cvurt TCIACP 1540 B5 1476 95 S°/a Class AMix
I
8 East end 71h Cvurt TCIACP 1540 BS 1449 940°/u ClaSS A Mix
4Y end of 7th Court ~ TC/ACP 1540 ' BS 1435 96 4°/Q Class A Mix
I~ 147 Center cul-de-sac, 7th Coun TC/ACP 154[] ES 144 6 93 8°lo Class A N1ix
lI R centerltne eui-de-sae, 7sh Caurt TCIACP 1540 BS 149 I 968°!a Class A Muc
12 L centerline cul-de-Sac, 7th Court TC/ACP 1540 85 1445 93 S°/q Ciass AMix
ii
13 NW cpmer, Wilbur Raad TGAACP 1540 B5 1456 94 7°fs Class A iVfix
14 Center, Wi Ebur road TC/ACP 1540 BS _ 1449 940% Class A iVIix
15 SE cermer, Wilhue Raad at entrarscc TC/ACP 1540 BS 14.55 944lo Class tt Mix
II lb W ofentrance at 8th & f3oivcfish TC/ACP 1540 B5 1456 445°/p Class A Mix
17 W of enteance. center TC/ACP 134.0 S5 1428 93 7% Class A Mix
~I ftice Yiaximum Wet
,4umher C]escriptian l7ensity %CampactiQn Requued Nfethod
- Class E Fiice lJensity ~ 153 1 I ~
I~ Class A Rice T3ensity ~ 1540
I I ~
~ T r'~ 216 i r.-a
I ~ y
aaorec..wc,,i eeoi..eeaHa r ,.row,.ss TssrH4
i 1002C7 E Knox Av'0. Suit9 200. Spokane, +fIPA 99215
509 891-19Q41 Feic 509 897 -2012
- FIELD DENSITY TEST REPORT
' R eport No. 1891
eet Al1efr Addliion, $#h ,c HoWdISh P~Jec[ Na TLIPKEN 502200A ~
04124103 lWeather vvercasVRain iTcst iv[rcr,od Naclear ~
.uc.uion ACP
'ersurlnel` ScOtt WiSe
L'knc;ral Contractor Elser Corpvratioin iSuperincer,denc Russeti Lovney
~CP Contractor Tniand Asphalt I Foreman +Guy Anderson
II Te5t Rice Probe I l'est Wet Densisy
'hlumber Yest Locativn Sleva[ion" Nifmber C]epih pct Pcrcent Campactian Remarks
~Ii$ W of entranee, E c;nd TCIACY 154 6 8S 143 6 93 2°/Q Clas,s AMax
f
I~ i l4 E af Fntrantc, W end TCIACP I54 d SS 1442 936% Class A IVfix
20 , E ol'entrance, eenter TCIACF 154 D B5 1430 }2 8°fo Ciass AMix
21 E vFenrrance. E end ~ TCIACP 1540 HS 142 I 922% Class A Viix
~ p
I
~Sr
II
EI -
fl Rice " 11qaxImum We[
qumber Descnp4on 1]ensity % Cpmpactipn Required h'Tethod
I CIass E Rice Density 153 1 I I
class A Rice D~~ity - 154o
I ~ s ~ ~ a r a
- ~ aaowac.~c.s eHO~.~eew3„4 a,.nrar~~,.c.e =esr~.,a
.10024 E. Knox Ave, 8ui1e 200 Spukane Wfl 53215
509 981-19041 Fasc 549 895-2012
i ~
I ~
~
~ °iE~T~CMNfCw~ gvlilhQ~pNO x MwTERny iq:Jilffi}
- 34020 East f[ncu dvsnue, SuiEe 200 Spolcane, WA 99206-4748
509 891-19oa t Fax 509 ss,-zo,z
_ .Project Daily Report
Mr Ken Tupper
KJT inwestments, LLC
~ 122 N. Rayrnond
Spokane, WA 99206
Praject Name: Aleff Additivn, 8'h a.I1d BoWd15h
I7ate: Apri1 23, 2~03)
Client No.: TUPKEN
Project No.: S02200A
F3aily Na.: 1884
Permit No.: i]nicnown
- Address: $`h and Bowdish
Tnspection. :Field DensitylConcrete
- Personnel: Scott Wise
Page 1 flf 2
Narrative. Strata was an site to obserrve the earthwork operations an the top course matenaf
thxvughout the site, perform in-place density tests, axad perforrn concrete ~ield testing on
the crrncrete that is being placed £or sidewalks at the east side of the praject.
During the morning visiF, 5trata cast faur cancrete test cylznders to represent today's 20+
+
cubic yaz'ds of Central PreMix mix #305565, placed for the above mentioned sidewalk
areas Results af testing as fallows fox ticket #141737, firuck #959: slump S", air
temperature 52°F, and concrete terraperature 61°F. Strata also picked u~ one set of test
_ cyluaders cast Apnl 22, 200i ana transparted them ta the labaratory for cu.ring and
testing. E11er indicated that they wou[d be prreparing the tap course material throughout
the site (final rvll) fflr ACP placeriaent, scheduled for tamon-aw, 4124103
- During Svrata's afternoon viszt the coanfiractor is continuing ta prepare the tap caurse
rnaterial by using a14+f- tQne self-propelled srnoafih drurn aibratory raller campactor
malung 10-12 passes and rnaisture conditioning by mearas of a water truck. Uszng a
TraxFer 3434 nuclear densonneter, Strata perfarmed ten in-plaee density tes€s. An
auerage of 98% of a 148.0 pcf practor value was actaieved thrrsughaut the above
mentsaned area. Strata i.iafo.rmed .Toe af Winkler and Ty af Lller of test results prior ta
leaving the site.
Sincerely,
' STRATA, TNC.
, R1Ck WOC1dVL+flI't3
- ACea Ma31c~~er
Distributian: Wyatt Engineezing
Eller Carporation
IDAHC? WASHINGTaN f]REGDiV WY[}MiNG M6N`FA{VA Ul`AH NEVADFI
FiELD DENSITY TEST REPORT
Repart Na 1$84
~~Pmiec[ Alef#i Addition, 8th and Bvwdish ~Projecc Na 'I`i1PKEiV SOZ?ilUA
` OV23103 Iweather Partly Sunny izess Mechad Nuclear
I' on Cul-de-saclMain Roadrvay
Personns:P 5cott Wise
IlGencral Contraeior Eifer iSupenntendent Russ L. ~
Earchwark Cdn[raetar Eller IFureman Jay I
a
fcst Proctor Probe Test Moasture Tesc [3ry DensiEy Percent
Number Test f,pcatipn E1evatian° Num6ee Depth Ccrntent °!a gcF Compaction Remarks
I NE eomer af cui-se-sac Topcourse SLt623 BS 48 1464 99"/0
I~
Z 5E comer of cul-de-sac Topcourse 5L 1023 B5 3 1 145 ] 3$°Ia
~j 3 ±Sta I l+5p Rofcenterlin.- ~ Topcourse SLI023 85 4.7 1480 lQ0°/'~
4 5ta l l+fl{3 L pFcenteriine TQpcourse 5LIE723 B5 48 142 3 93%
a Sta I0+3$ 7 R afcenterlme Topcourse $L1023 BS 5 0 1479 100%
6 SFa. 3+45 8 L af"centCrline T4pcrsurse SLlfl23 BS 5 1 1474 !00°la
7 Sta 2+78 8 R af Cenrerhne Topcourse SL1023 B5 43 14I 5 99%
8 5ta 2+25 L oCcenter]tnG Topcourse 5L1023 B5 40 1443 98%
Sta 1+68 6 RoFcenteeline Topcourse 5L1D23 85 36 1465 99°/4
Entrance road-center (nY7'of9th) Topcourse 5L1023 BS 46 1456 48°!0
I~ I
-
i
I ~1
II Practar Maximixm Dry Optimum Moisture °/A Campactson iviethod
Pdumber 50l1 Descnpcian Densi[y Cors¢enc Required 5tandard/~alvdified
SL 1023 ~ I" Fvitntis 5ifty GRr1VEL ~ 1480 I 70 I 95 I !4fodified
~ 1 I I I ~
Frnrsh .{'irarta BG = Belaiv Grrsde $G = Subgr-ade BL3F =$ptr4m of Fooirng
~ csEOiCCwe+iC+L RNWfidCnipa • Mwi0R-3 z@Sx.ug
I OOifl E35ti K1'16X P1V8fIS19, SUIt@ 200. $p9k3(l@, WPr 99205-4748
509 891-1904 1 Fax 509 899-2012
~
'S ; FR r3 a e'~
~ OEdTVCHNICAL HI<p]MEERIHp & UATEAIAL3S F89TIW6
l~p Easl kt/wx Av9nue. Suats 2~ SpukSrta.lyA 99208-4749
t 509 891-1404 7Fex 509 89i-201 ~
Prp]eCt Da1~y REp{Drt
- Mr Kesa Tupper
_ KJT Tnvestments, LLC
122 N Raymond
- Spokane, WA 99206
- Prvject Name: Aleffi AddFtiQn, $`h and Bawdish
I7ate Agri 122,2003
Client No - TUFKEN
Projecr Tuo.: 502200A
Qaily Na 1793
- Permit Ncr : f]nknown
' Address. 8`h arsd Bowdish
, Inspectian: CCsnstruction Manataring
_ Fersonnei: 5catt Wise
¢ Page ] of 2
NarTative: STrata was Qn site to abserve earthruork processing for the sidewalks at the northwest end of the
psoject anei around the cvl-de-sac area to 8`h A,venue, E-W of the entrance road, to perForrn in-p[ace
density tests, and to cast concrete cyiinder specimens. At the tirne of Strata's first site uisit, the
cvntractor was in the pracess of grading and pcacessing the ah4Ve mentioned rnaterial alvng the
easr side of 8`h Ave sidewalks. E1 bobcat, a 14-tan smaath drum self prapelled vibratflry
rollerlcompactar and watsr truGk are being used to process the aboue mentiQned materiai far
- compactiqn effort. Wsnkler had already compacted the sidetivalk area of the nvrthwest partion of
_ the site around tv the cul-de-sac area and cartcrete had already arrived an site.
Using a 3430 Troxler nuclear densometer, Strata perfvrrned in-place density tests in and around
the northwest (sidewalks) - cul-de-sac (sadewalks) An average of 92°/0 of a 144 0 pe1F practar
value was achieved throughQUt the above mentioned area prior to the placement of any di the
ccancrete in the above mentFaned area prior to the placernent ofcflncrete. .
Strata cast four ceanerete test cylinders ta represent the cancrete placecl for the sidewaik area
Results of testing as follows far rnax 9305566, tickek #I41657, truck #35: slump S", air
temperarure 52°F, and concrete temperature 6 1°F
TJuring Strata's aftemaon 5ite visst the eantractor (Winkler) has Fnished Fnal eompactivn effart of
the east side sidewalks ardund tv the east side of erstrance road of°F of e Aue sidewalk area
- [7sinc, a 3430 Troxler nuclear densarneter, Sfirata per-f'oraned faur in-pdace density tests throughQUt
the above mentioned areas. An aVerage of 92°/fl of a 144.0 pcf procCor value was achieved
throughout the above mentioned area Winkler indzcated that they would be pauring the aboue
mentinned cancrete tornQrrow moming at $:00 to 8-30 am. Strata inf4€med Jae 6f Winkler of feld
test results and ohservatiQns prior to leaving the sifie.
Sincerely,
STRATA., INC
Rick Waodwarth
_ Area Manager
vDisfiributiara, Wyatt En~~neering
Eller Carporation
IpAHO WASHENC`sTOfY •OREGON UVYC]MING M{7NTANA UTAH NEVADA
FIELD DENSITY TEST REPORT
Aepnrt No 1793
Aieffi Addition, 8th and Bowdista ~Prajecc Nv Ti1PKE1V 502200r+1 ,
° 04M103 1Weather Fartty Sunny ITesc nrtethvd Nuciear
.~']ideWalkS
IPcrsonncl SCOtk Wise
IlGeneral Cantractar E11eY i5uperintendent RuSS L_
Earthwvrk Contraetar Ellet' iForemaa .Tay ~
Test Prnctar Pro6e Test N[oisture Tcst L7ry l3ensiry Pereent
~ Number Test Lacapon Elevation' tJumber [}epth Cantent % pef Compactean Remarks
i
1 N«' corner -NW end vf'srte G 5L9743 4" 4 3 132 7 92%
2 Narth central -N end C'o 5L9743 4" 56 1315 92°/a
3 dYE comer- NE end G 5L9743 4" 1328 92°10
I
4 Ccnter, cul-de-sac G SL9743 4" 6 (J 1334 93%
5 _v Sca 2+50 R centerline G SL9743 4" fi 3 1329 92 r'o
b ~ Sta.2+44 R centerlme G SL9743 4" i i 133 1 92%
-,I
II 7 5ta 1+82 Rcenteriine G SL9743 4" 42 1325 92%
, 8 SE 5ide - envance rd!$th Ave 5L4793 4" 39 133 0 92%
` I
II
II
Ir
I
II Proetor Maximum Dr3+ Optimum MQisture °/e Campactifln tVtethod
Number 5oi1 Descnpuvn L3cnsi[y Content Required SiandardlMpdsfied
5L9743 ~ Brvwn 5iliy 5AND wifh i°sravel 1440 I Ca [D ~ 92 I Ylodified ~
I~ I I ~
- • FG = Frnish GrQde BG = Be[ow Grade 5G = SuS,grade 8OF = Eorlam af Footrng
~ !E3 Fk E~~~, ~ ~ ~..r~ T a
_ ~ enmxaaw»ru s niw zearvka
90020 Easl Knox Rrenue. Sude 2E0 Spakana WA 9920&47419
509 893-1904 ! Fe.t 509 599-2092
i
I
J ❑E6TEGnNIGw~ 61411C'@qIN[i b MATEAfAL3 789t"4
P
tOM Eaat E¢noe Aaernjs, Sude 200 Spokane WA 992S76-4748
, 509891-1904 !€an5U9891-2012
~f
- - Project Daily Report - ' Mr Ken 7'upper
, K.T"I' Investmenrs, LLC
122 N Rayrnond
Spakane, WA 99206
Project Name• Aleffi Addition, 81h and $owdish
, Date: April 21, 2003
Client No.: TC rPKEi
-Fraject No.: 562240A
T]aily No.. 1882
, Permit No.. Unlcnowr-r
Addz'ess: $`h aztdBowdish
LnspecCian: Construc#ion 1Vlonitoring
Persannel: Scott Wise
i
Narrative. Strata was vn site ta observe the earthwork process aff of 8=h Avenue, east-west of
entrance road, cast concrete test speczmens for the curb that was removed and
replaced at approximately statzans 3+21.7 4+16,' and perfarrn zn-place density tests
on fihe subgxade materiai for the sidewalk areas thxoughout the site. 5trata was
~
requested to visit the site by 6okh Harry Hariung and Jay of Eller Carparation
irutiaiPy for the above mentioned prvicess. After speakzng with .Tay of E1Per Corp,
first he indicated that concrete fQr the sidewalk off Qf Avenue would be at
approximately 9:30 am, upan 5trata'~ ~iva1, Winkiex indiGated fi.hat concrete for
cuzbing repiacement rnentianed above only and this vaould tace place at 1I:30 arra.
5trata retumed to tkat-, site at 11:30 arri to cast four test cylinders with the test resuits
as follows for mix #305566, ticket #141607, truck #958 slump 5 1I2", air
temperature 68°F, and concrete temperature 56°F. Approxiznately 7 cubic yau-ds was
placed zn the curb area mentioned above.
Strata returned to the site in fihe a.ftemoon and Win,kler was settixag forms far
sidewalks to be poured tvmorraw. ]oe of Wizakl.er ind,icated that [hey would be
moisfiure cranditianiaig sidewalk subgrade material and parocessing it for compactian
effort, and that fihe material would be ready for density testing in the moming af
Apri1 22"d, pnor tQ the placement of cencrete.
- - Sincerely,
STRATA, INC.
Rick Woodwarth
Area Manager
- L3istributiar~: 1Nyatt Engzneerin;
- ~ Eiler Corporation
~
IDAHQ 11VASHINGTpN QREGOA! WY[]MING iV[ONTAk'JA - UTAH • NEVRDA
~
c~s T c~
~ ❑EOTQCfewd(,'xL EK6INHERIPtid s s.fp'TERIwL$ TES71H94
10020 Easr xnQx aYSnue. sulle zoA, sPaka,s, wn 9e205-4748
509 99l -1 5a4 t Fex 509 as1 -2012
Pro,]eCt DaIll~ ~ep(DP't
Mr Ken Tupper
, KJT Investirzents, LLC
122 N. Rayrz-►ond
Spokaza.e, VVA 99206
Project Narrce A1effi Additivn, $`h and Bowdiska
_ Date April 18, 2003
Clierat Nra.- TUPKEN
Project No,: S02200A
Da11y Na.: 1870
F'er€nit Na.: Unicrcawta
' Address: 8th arad I3awdish
' Tnspeetion: Field DensitylObservation
' PersonrzeL: Scott Wise
- Page 1 0f 2
Narrative- 5tzata was on srte to observe earthwork operaiivns vn the top cpurse material that
was being processed for compaction throughout the main rvadway of tkae site and
the east-west sectian af the nQrth side sectxon of 8th Avenue, and tQ perfvrrn in-
prace density tests thzaughout the ahove mentianed areas. Elier CQrparation is in
the process Qf preparing the above rxxerstioned material with the following
- equipment; a road grader, front end loader, bobcat, a drauble drum self propelled
smooth dxum vibratory raller campactvr, a plate comgactor (reciprocatang), and a
w+ater truck. The Garxapaction effort is being perfv,maed by the above rnentioned
roller makin; approximatePy I0-12 passes, and rnoisture candztianAng by mea,tis of
a water trucic when applicabLe.
Using a TrmxIer 3430 nuclear densameter, Strata perforrned 10 in-pTace riensity
tests throughout the above mentiQned areas. An awerage af 36i0/a of a 148.0 pcf
madzfied proctor value was achieved. Strata infoffrried .Tay af Eller Cvrpvraticrn of
visual abservationslfiest result~ pn'or ta leaving the site. Winkler (concrete
subcontractor) is setting forms far sidewalks, etc., tQ poux an April 21, 2003.
SincereIy,
STRATA, IAIC.
A_e_L,L~ 4-' LW&W-t~
R.1Ck w0C3dWDI'th
- A.rea Manager
Distributian: Wyatt Engineering
Eller Carparatian
![7F1Hp WASf-}ItJGTON OREGDN WYDRqtNG iIAC?NTANA Lff'AH NE1,fADA
- FIELD DEh1SITY TEST REPQRT
Repart Nn [$74
Ilv=^:Act Aleffi Addltifltt, Set, and Rowdish lPro3eccNa TUPKEtN S022p4,A,
44118003 lWeather QverCast iTe5iMC4hOd Yuclear
I on Cul-de-sac - nnrth section, east-west off of $th Avenue
lersannel SCOtt Wk5e
IiGcneral Contractor Ef1eC iSuperinsendent_ Russ L. -
?arthwcse3: Cvnuactvr E]!er iForeman Jay ~
Test Procior Prohe Test Ntoisture Test Dry L]ens9ty Feeeent
- II Nt![TSbCF Tt5[ Lpc?IlOYI Elevafion` Num6er Depth Cvnterat °lo pcf Campaetion Remarks
I~ I 5ta l I+7$ I. uFcenterLne Tvp Coutse 5Zl023 $5 56 1429 97%
2 Sta 2+78 8 L ol'censerline ~ Top Caurse 5L6 Q23 BS a 9 141.8 96%
i~ 3 , 5ta 2+50 R oCcenteriine ~ Top Cvurse 5L 1023 85 55 1469 9$~l0
4 5ta 2+25 L of eenteel tne Tvp Caurse 5L 1023 HS 3 0 141 3 96%
I~ 5 ~ 5ta 2+95 R oFaenteri~ne Trap Course $1,1023 B5 48 142 3 96°Jo
8 pff8th Ave -W sisie, 2S EoFcorner ~ Top Course 5L1023 8S 42 1406 95°/n
7 Sta- 21 L oPcenterline Tvp Course 5L1023 BS 60 141 9 96°10
8 Entrance Rd, centerline ~ Top Course 5L 1023 8S 44 143 G 97%
~i - 5ta 23+50 L vfcenterfzne Top Caliese SL1023 $S 60 141 U 45%
LU 5ta 24+75 L oFcenterlinc Top Course 5L1023 B5 40 14Q $ 95°!
II
II
II
~
II Proct9r IMaximum I7ry Qptimum iloissurc °!o CompactsQn fviechod
'4urr:6er Spii Descripnon 1Jensity Cantent Acquired Standard/Tvfodi#'ied
' SLti723 i",inus 5ilry GR.+.YEL ~ €48 D I 70 I 95 I fvtndzfied
II + - - ~
" FG = Farash C'irrrde BC'i =$elaw CrrAde SG =$ubgracle BQF = Bordom of Foatrng
- ~ asorac...,,- exorrae-a a M.rswI,,{s resn,.a
10020 Eas[ Knox Avertua. SLuie 200, Spakana.VVA 992W4748
509 991-9gfl.4 I Fax5D9 891-2612
I-0-
S o T c2b, .
rJ ❑EOTECN1vICAL QNOINP FIR3H6 8 M,tiFlryIA63 TV 9TiNa
, 1 pQ20 East Knas Avenue, Suile 200, Spnkane WA 99206-4748
509 6S1-19641 Fax 509 891-2012
_ Projec$ Da1ly RepUrt
~
Mr Ken Tupper
K.IT Investments, LLC
122 N. RaymQnd
Spokane, WA 99206
Project Name: Aleffi Additian, 8~' and Bowdish
, I]ate- Aprii 17, 2003
Client No.: TUPKEN
r-- JProject Ncr.: S02200A
Dai1y Na.: 1867
. . Permzt No. Unlcrrovvn
Add.ress $`h and Bowdish
Inspection: Fie1d DensitylObservatian
Fersaz3ne1: Scatt Wise
Page I af 2
Narrative: Strata was on site to abserve earthwocJc gperattons and perform in-place density tests an
the top cQurse material being placed and procesged far compactian eff'ort arau.nd the
cu1-de-sac area and raadway areas of the site. Eller +Carporaticrn wa.s in the prflcess Qf
,
final grade preparation axzd placezxaentfprocessing for cQmpaction effort thrnughvut the
abave mentianed areas today. The folinwing equxpment is beizag used in the above
mentianed process: road grader, front end laader, babcat, double drum self prapelled
smooth drum vibratory corripactorlraller, plate compactar, and a laser to shoot grade.
The compactian effart is beizag dane by the abave mentianed raller malcing
- apprvximately 1 0-12 passes, and rnoisture candatzoning by n~aeans a#~ a water tnick when
- necessary (due to the amount of preczpitation over the past few days; cnaterial is
moistiu'ized).-.
Using a Traxler 34' ) 0 nuclear densameter; 5trata perfarmed four iri-place density tests
--throughaut the abave mentioned areas. An average ❑f 96°/Q of a 14$.0 pcf rnvdified
proctor value wafi aciiieved. Strata informed .Tay af Ellez Cozpvration of field test
results and observations pzivr tfl 1eaving the site. Eller indicaCed that the above
- mentioned process would resume in the morning.
Sincerely,
STRATA, IlVC.
4,C.~-- GJ-
Rick woadwarth
' Area Manager
Distrzbution_ Wya.tt Engineering
El1er Corparation
IDAHQ WASHIiVGTON - CJREG[}N 1fV'CQM1NG Nit]NTAIVA llTAk# NEVADA
FIELD DENSlTY TEST REPaRT
IRrpart Nca 1867
Alefri Addifion, $th and $owd'15h lPrts}eet No TL1gKEPP S03200A
r 04117103 Iweacher Partly 5unny iTrsc Meihod Nucfear
CuPpde-sac rnain rvadways
Persvnnel Sc4tt WiSe
IlCencral Cnnvactar E11e1' kuperinicndent. Ress L.
EarihwvrkCvntraetor EIIeY lFoftman ,Jay
Ttst Proeior Prohe "Fest Moisture Test [7ry Bensity Pereetit
hfumber Test Locaitan Eleuation` Numher Depth Content % pef Carripaetivn Remarl:.F
1 SEr. 12+00 R pr cen[erisne Top Caur,e SL1023 BS 3 f 1420 96°Ja
2 5ta 12t00 L ot cender}me Top Caurse 5L 1023 B5 3 $ 1422 96a°!a
Sia 12+25 L oFcenterltne Tap Cc7urse SL1423 BS 69 1426 95°/k
' 4 5ta 12+25 R ofcentsrline Tap CDurse 5L1023 B5 $ i 143 1 47%
,r
II
I~
l~
I!
I -
Praetor yiaximum Dry idptimum iMvfsture %Cvmpaction 1Viethod
Number 5osl f]escrtption Densiry Canteni Requdred 5tandard/lModsfied
SL 1023 I 1" Minus 5ilty GRAVEL I 148.0 I 70 I 97 I Nfodified
r ~ f I P
" F'G = Frre3sh Grade $G = Belotiv Grade SG = $u6grQde BOF =&ortom of Faoring
_ a¢o•acr...~c,.~ aHn~r~a~A,,.o . .,raw~s r¢ssx,..o
10020 East Knox &vernue, SuiEa 20D, Spokana WA 99206-4748
509 891-1304 1 Fax509 891-2072
, ~ 5r T r~ a i Cai
~ aenrscrtnIaw.L eNciInpFn+wO a aawreaIwLS reariNG
. 3fl039 Easi }tnax Avanue. 5uEle 200, Spokane WA 9SZ05-4748
i , "9 891-7S041 Fax -109 M1-2012
Pt"ojec$ Daily RepUP`t
Mr Ken Tupper
- KJT Investments, LLC
i 122 f*I Raymond
- Spokane, WA 99206
Project itilame: Aleffi Adt€itinn, and Bcswdish
' Date: April 16, 2003
Client Na.: TT.TPKEiN
- Project Ncs. 502200A.
Darly Na.: 1866
Fermit Na.: UtZkriown
Address: 8`h and BQwdish
, - Inspectivn • Field DensitylQbservation
" Pers4n.rtel: Scvtt Wise
Page 1 af 2
Narrative Strata was on site to observe earthwork aperations a.tad perfarm in-place density testing
far the top course matenal 6erng pcocessed for compaction effart thrpughout the
` entrance roadway off Qf 8" Avenue ta the cul-de-sac area ❑f the szte. Eller was xn the
process of fnal grading the above rnentianed maten'al and processing the matenal for
campaction e~`fort. The contractor is using a raad grader, frant end loader, water rruck,
_ bobcat, a double srriovth drurn wib,ratory self-propelled compactian-roller, and a
"lasez-" to shovt gradelprocess the abave mentzaned material_ The raller is making
approxirnately 1 0- l2 passes and moistuze conditioning lay means of a water tzuck.
- Using a Troxler 3430 nuclear densometer, Strata performed 2 in-place derasity tests on
the above znecitioned rnaten'al placed in the cul-de-sac area that was ready to be tested.
An average of 95% vf a 148.0 pcf mndlfied proctar value was achieved throughout the
above mentFoned Iocations. The contractar indicated that the aboue-menfiicaned
' processing would cantinue to3noz-rcrw mormng. Strata infarmed Jay vf Eller
Caz-paratian of field test results and abservativns pnor to leaving the site.
Sincerely,
STRA,TA, INC.
R.i.ck Woodworth
- Area Maiiager
Distrlbutian: Wyatfi Engineering
Eller Corparatifln
IDAHD WASHINGTON •OREGOIV WY[3MIlVC MC}lV7ANA tJ7AM NEVADA
_ FfELQ DEN51TY TEST REPORT
~ Report Nu 1856
#IA~~~~cz A[effi Addition, S#h anr3 Bawdish ~ProJeci TVv TUPKEN 502200A ~
44f16103 lweather Partly 5unny iTestN@ethad Nuciear ~
j an Top cvurse throughout main roadway - cul-de-sac
~crSDnnel SCCIt# Wi5£
I1cenerai Contrwtor Elfer i5iiperintenclent RusS G.
?arthwork Contracior EI[eY ifioreman Jay ~
Test Proctor Prpbe Test Ntrist¢rc I Test Dry Dcnsity Pereent
Number Test Luca[ian Elevahan• Number I7epttt Content % pef Cpmpaction ftemarks
I S[a i 1+7g - L oF centerEine Tap Caurse SL 1023 6" 6$ I41Q 9$~/q
~ ? Sea l 1+7$ at centetlcul-de-sac Top Coui-se 5L1023 6" 7? 1409 45°Io
l
y4;
I~
- ~
II I
I I
!I
1
~I
~
Pr6ctor Maximum I3ry {7ptirnum Nla:sture Compaction Method
Vumber SasI Description ❑ensiry ConCent Required Siandard/Modzfed
5L1023 ~ 1" V[inus SiIty G£L4VEL I 1480 ! 7 a I 97 ~ Modified
* FG = Frnrsh Grade &G =,8etow C;rade SG = 5ubgrade 8(]F =$orlpnr of,F'oo[ing
S i rZ ~ i ~a
~ .
r aearecHH~c,,s ~k~wnenirem w Mr.reR~~u rea*~❑
10020 Easi ICnmc Rvenue Suite 200, Spvkane, WA 99206-4748
509 697-1904 1 Fax509 997-2012
~
~ i FR 4-16 s ca
. ~ PBOTEC~rvG..l ENC3INEERINS3 6 MwTERiAL3 iESTIN6
" 7p620 Eae! Krrax Avsnue, Stjde ZCa, Spckang, +eVA 99206-4748
't 509 991-19041 Fax 509 891-2012
Projec# Daity Report
,
ivir Ken Tupper
_ KJT InVestments, LLC
1 22 N Raymond
~ Spo3cane, WA 99206
_ Prvject Name- Aleffi AddiCion, $`h and Bowdish
~ Date• Apn1 15, 2603
- C[:ent No.. TL1PfCEN
_ Project No. S04200A
' I)aily No - 1863
' Permit N0.. Llnknown
"t Address: 8`h and Bowdish
_ Inspection: VisualObsmationl
Canstruct;an Monrtoring
' Personnei• Scott Wise
L I
lNarratlve: SErata was ❑n site to observe earthwork operations Qn the top course material at the request Qf
- Edler Corporatian (Jay, oD-site superintendenr) During my first site uisrt ❑f the day the
contractor was beginning to fnal grade the top Gourse material throup-hout the rdadway sections
of the site ❑ff of $`h Avenue (entrance), cui-de-sac area, and roadway east and west of the
entrance on 8`" Avenue. It was determined during the irst site visit that the curbing that was
placed Agril 14, 2003 ❑n the west side of the main roadway fram the entrance was mis-
positioned and too low (grade) Harry Harhtng (site representative for Wyat# Engineers),
indicated that he wfluld speak to the project managerlengineer (Wyatt) and get back to ElIer
Corporation as to a decFSian andlor fix the abave mentaoned prohlem. 1ay af Eller Corparation
- indicated to me that they would continue grading out the raadway and that 5trata shauld return
- in the afternoon for passible Fn-place density testina, pending the aznount of pragress that tivould
' be rnade due tfl the abaue mentivned difficulties.
Picked up one set of test cyl inders cast April 14, 2003 and transparted them to the iaboratory
for curing and testing
Strata then returned to the site, at this time Eller Corporatzon has not recexved any
~ comrrkunication from Wyatt Engineers as indicated by Harry Hartung. Elier is continuing the
~ grading process that was mentioned before. Jay of Eller indicated that they wvuld resume
processing grade and begin crampaction effort on April 16, 2043) in the marnmg
Sincerely,
° STRATA, 1NC.
- Rick Woodwo€-tka
Area Manager
I]astributian Wyatt Engineerang
Q-`Eller Gorporataan
IDAHO WASFlIEVG70N aREGiJIV WYC]NiING MONTAiVA • UTAH NEVRDA
I ~
!
T 2a
4E~'r£CwpICM1L NN¢INENRIN6 e;tATUpIwES T@flTlwiB
'1CL}20 EasS KnoxAvenua, Suita 200. Spokane. WA 99206-+748
:d 599 891-1904 1 Fece 508 897-2012
PrvjeCt Daliy Repoxt
Mr. Ken Tupper
K.IT [nvestments, LLC
, 122 N. Raymond
Spvkane, VVA 99206
- Proj ect Narrie: Aleff Additzvn, 8t" and Bawdish
' f3ate: April 14, 2003
Client No . TCIPKEN
Project No.. 502200A
Daily No.: 1864
` Pe,rrnit No.: L7nkn,awn
adaress s~h and Bowaisn
i
Inspectian CQnstz-ucticrn Monitvz-~ng/Concrete
Pet'sonnel: Scott Wise
i Narrative Strata was on siCe to perform fieid cancrete testing vn the cuxbing being placed
_.~along the west side of the entrance road aff af Sih AVenue At tae tzme of Sfirata's
i
_ site visit, approYimately 10 cubic yards of Central FreMix mix #321114 fvx curbs
was placed in the above mentioned area by WinkJer (concrete subeontractgr). All
curb€ng glaced at the time was placed by a"curb machine" Strata cast one set of
- Fvur test cylinders. ResuIts of testulg as fQL1ows for tnack 939, tacket #141 279
slump 1.5", air temperature 45°F, and concrete temperatLwe 61°F
~ Strat,a mforrried Harz-y Hartuzac, of Wyatt Engzneers af today's test results.
, Sincerely,
S`IRATA,INC.
Rick Woadworth
' Axea Mana~er
Distribution• Wyatt Engzneering
Eller Corparation
i -
IDAHfl • WRSFiIiVGTQN C3REGaN WYOMING MDiUTANA UTAH NEVF4❑A
,O
c- o
~ GZ6THCMNiCAL qwfiiwEEA.vp ,y MpTEfli-& TESTIHp ~^p~rpy~y kj ~ r ~
! ' i i Cl ~
~
_ s042D Eaet ltnox avenue, Suite 200, Spakane Wq 99246-4748 Rs~,L~
~.'sos asi -ison iFax sas asi -2va z
i
PrOjeCt Daily RepOr$
I
Mr Ken Tupper
_ K3T Investments, LLC
122 N. Raymand
5pokane, WA 99206
Project Name: Aleffi Addition, 8`h and Bowdish
Date: April 8, 2003
Client No . T7JPK.EN
Prraject No.: S02200A
Dai1y Na.: 1961
; Permit No : CJn.knawn
AddJ'e55: $'h aTld BC7WdI5h
~ Itaspection: Fieid Density
Persannel. Scott Wise
~
Page 1 of 2
Narrative: Strata was on site to obserrAe earthwork operations arad to perform in-place density
tests ora top course axiaterial in azad around curb line thraughout the intenor of the
~ site and off of 8"' Avenue. The contractor was m the process of plactng and
compacting the abave menticaned rnatea-ial in the abave mentiorzed locatians at the
time of Strata's visiES to the site. The contractar was using a dauble dn.im self-
propelled vibratary 14+l- ton rollex far means of compaction by maliing 5 to 8
passes, and moisfiure conditiorung with a uiater truck
USing a Troxler 3430 nuclear- densometer, 5krata perforFned nine in-piace density
- tests thzoughaut the abave mentioned az-eas. An average of 96°lQ of a 148 0 pcf
modzfied proctar value was achleved throughout the above mentzoned areas at curb
line. Strata znforrned Tay o#' Eilez- Cozporation of visuai observationsltest results
priar to leaving the site.
Sincerely,
~ STRATA, IlNC.
Rick Woodworth
~ j Area Manager
- Distribution; Wyatt Engizaeerirag
Eller Carporatian
~
~
1DAHO WASHlNGTON OREGDN WYOMING MpNTAiJA iJTAH • NEVADA
- FEELD DEf~51T1~ TEST REPt7F~T R E
~a~ ~g ~ ~ ~ ~ :
, Report No 1961
i~nrurect A►IeITi Ad[fi[ion, $th and Hvw[fish IPrflject Na TUPEtEiV 502200A ~
~
44f08f03 Iwea:nur Sunny iTest titethod lYuelear
I~.U~.~<<un Curh areas intertnrlexterior of thr site
'~r~annc:l SCOtt Wise
11(jcncral Convactar- El1eC ISuperintendent [$uSS L. ~
:arthwork Cqntracror ElleI' ~Foreman .~a~y ~
II 1 rst Practor Prabe Test Nloisture Test Dry I]ensity Percent
- ftiliimber Test Lacattan Efevatian" Number Qepth Conient °lo pcF CompactiOn Remarics
-II 9 Sta 1+82 R cur6 CL TC 1023 4 3 141 2 95°Jo
~
3 5[a I+$2 L curtr C[. TC 1023 4 9 1422 9b°lo
,
; I Sta 3+45 8 L curh CL TC 1023 46 14I 4 96°lQ
4 Sta 3+50 Ft curb CL TC 1623 3 b 141 9 R&°/a
5 ~ta P U-r$8 4 L curb CL TC 1023 4 D 142 7 96%
- ,5 Sta ! I+pp R pt curb CL `F'C 1023 3 8 141 0 95%
7 5fa 12*46 6 L curb CL TC 1023 52 141 6 96°lQ
8 II Sta 21+75 L cusb CL TC 1023 49 I43 S 97°1
Ir
Sta 25+30L eur6 CL TC 1023 46 1423 46°fo
91
' I
IY
I~ -
i ~
f~ Fractar ytaximum I]ry {_7ptimum N[aESture %Compaciian Method
'4umber SoiII7tscriptian t3ensity Cpntent &equired 5tandardlModified
1023 ~ l„ MEnus Silty GR,4VEL ~ 1480 I 7 D ~ 95 Mod:fed
* FG = Frnrsh CJrQde BG =$eloiv Grade SG =Suhgrade BOF = Bpttam ojFootrng
~ caarae~»ce~ er.nraeenine u ..~raqi.ia res~ua
30620 Easi Knox Avenue, Sude 200, Spekane, WA 98206-4748
509 897-1904 1 Fax 509 891-2012
~
0 s -1 a
' OEOTECMNICAL ENOINEERINO A A1Eq1Al9 TESTIN6 13
- 10020 East Knox Avenue, Surte 200, Spokane. WA 99206-4748
' 509 891-1 90a / Fax 509 891-2012
Project Daily Report
V1r. Ken Tupper
KJ"I' Investments, LLC
122 N. Raymond
Spokane, WA 99206
Project Name: Aleffi Addition, 81h and Bowdish
Date: Apri17, 2003
Client No.: TUPKEN
Project No.: 502200A
~
, Daily No.: 1960
Permit No.: Unknown
Address: 8`h and Bowdish
' Inspection: Field Density
I 7f
Personnel: Scott Wise
Page 1 of 2
Narrative: Strata was on site to observe earthwork operatioris on the subgrade area along 8`t'
• Avenue (saw-cut areas of the existing 8`h Ave. to the north sidewalks). Eller
Corporation was in the process of grading the above mentioned area using a front
end load bobcat and a road grader. Eller was using a double drum smooth
vibratory roller (14+/- ton) for means of compaction effort by making
approximately 8 to 10 passes.
Using a Tro:cler 3430 nuclear densometer, Strata performed four in-place density
tests. An average of 95% of a 140.5 pcf modified proctor value was achieved
throughout the above mentioned area. Strata informed Jay of Eller Corporation of
test results and visual observations prior to leaving the site.
Sincerely,
STRATA,INC.
Rick Woodworth
Area Manager
Distribution: Wyatt Engineering
Eller Corporation
IDAHO WASHINGTON OREGON • WYOMING • MONTANA UTAH NEVADA
F1ELD DENSaTY 7E5T REPORT ~EUD A ; R 2 0 0 3
~ Report No 1960
A9effi Addition, Sth and Bowdish iPrpjcct iJo • l'UFKELN 502-200r1
f
04I07103 lwcathcr Partly Sunny ITest MGthod 1VuCleat'
I _uc.,~~un Subgeade along $th Ave.
i
I atirsonnci SCOtt WiSe
{p "rneral Cantractar Elfe1' kupcrmtendent Russ f .
=anh~vffrk Contrartear Elle~' IFaremar7 .~a~
II Tcst Fmctor Prabe Test oVPaisture Yest Dry C]ens[ ty Pereent
;NtimMer "Fesi Location Eic;vaiion' Number i7epth Con[en[ % pcF Compaction Etemarkx
I~ I IS' W ofsta. 21 5G 5L97 13 b" 5 8 1340 gi°Tp
? 40' N oCstti 21 5Cs SL4743 G" 82 133 G 95%
I~ 3 Cenccr of enerance roud aff $th SG 5L97-43 b" b 9 134 I 95°/4
4 5[a 24+25 -sia 24*70 5C'r 5L4743 6" 34 1344 95%
~
E!
ir
ii -
,
a~ -
lp-
II
II Pmctor iulaximum I3ry flptrmum MoisYure % Corrapaetion i4ietiiod
\fumher SoA f]esrnpcion [7easiry Content Required 5tandard/~vlodized
I~ 5[.3743 p Brown SiIty SAND wlGravel p 140 5 I 65 I 45 I tModifed
~ ~ ! 0 I E
" FG = Frnrsh Grade BG ~ Beloiv Grade 5G = .5u6grade BQF = BarEpm of FoaFing
' F~. oeo*ecnr~ECU enoir.sew~a .,.wreni.is=asr..o
' 10020 East Knt3x Avera[B Ssnie 2ii0, 5polcane, WA 992q6474$
_ 509 89B-5904 1 Fax509 891-2012
~
S i c`~^ ZIA~ T ~ REC~f '~'y a pj~y~. ~/'~e
_ ~ev'rscHrricw~ fforcwgeaea[a a .n,crerints resrwa ~ ~ ~ A~}~
- 10030 Easl Xnax Averwe Suitn 200 Spnkane. WA ~]"Z~'ri749 2L9
' S06 891-19UG i Fau 509 891-201 2
Project Da11~ ~ept?rt
Nf r Ken Tupper
KJ7 [nwestments, LLC
1?2 N Raymand
Spakane, WA 99206
Projeet Name: Aleff A.ddition, 8`h and Bawdish
Date: Apra14, 2003
C1Fent No.. T'UpKEN
F'rQject No . S0220(}A
- Daily Na.. 1968
' Perrnit No.. Unknawn
Address $41' and Sawdish
- ~
Inspection- Ccanstructian Mvnitoring!
Qbservation
-Persannel; Scvtt Wise
Narrative. 5trata was on site ta observe earthwark operations an the subgrade nnatenal alano,
` the east side vf the ent.rance road off raf $`h Avenue and the west side of the
entrance road off of 8`hAvenue. The contractar was in the process of "grading„
the above menti4ned subgrade areas and processing nnaterial for carnpactivn by
mearas af a 14+1- ton double druum (srnaoth) self propeiled wzbratoay raller by
rnaking 1(] to 12 passes. The cantractor indicated that the stxeet (SI' Ave ) alang
the above mentaoned area will be "saw cut", the asphalt removed and su}agrad.e ana
top caurse, etc. will be replacedlfixed. This praGess will begin today in the
afteznoon. Eller Carporation indtcafied that eotastx-tacfiiQn will xesume an Monday,
April 7th in the mvrrni-ng.
- 5incerely,
STkATA, INC.
Rlck Vv'aodwaz°thh
Area iVlanager
-I]istribution: Wyatt Engineering
Eller Corparatian
--i IDAHQ WASHiiJGTi7N 6RE{'aON 1NY[]MING MDIVTAIyR UTAH • NEVAC7A
~
P~^e~y
~i1lJ A ~~tJ~
J OEOiECnu.[~'wL HNLS1lJL~Akp ,t tiwi~Fyipg ESYF+H6
T
1 04217 EasE Krmx Avpnutr, $uite 200 Spokana, 4VA 39295-4748
~ 509 991-59041 Fax 509 897 -7612
- Prvject Daily Repnrt
i
~ Mr Ken Tupper
- KJT Investments, LLC
122 N. Raymand
Spvkane, WA 99205
Project Narne; A1eff Addition, 81h and BoLVdish
Uate: April 3, 2003
Clzent No.: TUPKEEN
Pr❑ject Na.- S02200A
~ Daily Nn.. 1958
Permit No.: C]rLk.nowvn
, Address: S`h and Bawdiska
inspection. Field Density
- ~
PersanneL- Scatt VVise
- Page I of 2
' Narrative- 5trata was Qn sxte to observe earEhwork operationsanti perform an in-place density
test on the tarench line for the storm water along 8`h A.Venue at the east side of the
'entrance road. The contractor was a.lsv working on the over excavation,
instaliativn, placement of bedding material, and compacting backfill aJang the
narth-south storrn watez- line directly east ❑f the entrance road. Appraxirnately I'
of bedding material was placed abQve and belaw all pipe works installed taday in
the abave mentioned area. A"jumpang jack" zeciprocating compactor was used
for means of compactian.
Usinc, a 3430_Trox1er nuclear densometer, Strata perfornaed one in-place de,nsiry
test on the dciveway 35' east of the entrance road to the prcaject. A test result
- (preliminary) of 92°/p of a 140 5pcf rnadified practor value was achieved in the
abave tnentioned area The contractor indicated that they would be using a raller
on the above tnentioned area far C4CripaCL1QI1 efFozt pnor tQ final construction
phase. {This area has on1y been wheel rolled for now}. Strata informed Charlie of
' observatians priQr ta degarture frorr3 the site.
' J
Sincerely:
STRATA, TNC
4,4- 44.4,~
~ R.tek Woodlvoz-th
_ ,A.rea Manager
, Distribution: Wyatt Eng'Lneering
' E11er Corporatian
lDAHQ WASNIiVGTON C]REGaN WYC]MING • MOhJTANR UTAH NEVADA
FIELD DENSITY TEST REPORT RECP~ ~ ~R ,Q 03
Report No 1958
II , I
~r~~~~:c~• Aleffi Addition, 8th and Bowdish Project No.. TUPKEN 502200A
04/03/03 IwCather. Rain/Snow/Partiy Sunny Tesc Method. lVuclear I
I.uc.~uon Storm water trenchline off 8th Avenue east of entrance road
'cnunnel• SCOtt WiSe
II,
jeneral Contractur Eller iSupenntendent Russ L.
vthworkContractor. Eller IForeman- Charlie l
I~ l•cst Proctor Probe Tcst Moistum Test Dry Densiry Percent
Number TestLocauon Elevahon' Vumber Depth Content% pcf Compacaon Remarks
Ist dnveway (srorm water otf oF8th) 3S
I! I E ofent rd, preliminary SG SL9743 6" 7.1 1298 92%
II '
II 4~
II
ir
i~
i~
ii
ii
I I
II proctor Maximum Dry Optimum Moisture % Compaction Ylethod
vumber Soil Descnption Density Content Required StandardModified
I~ SL9743 I Natroe Sub.-rade (Brown Silty SPNuD w/Gravel) I 1405 65 I 95 I Modified I
I I I I ~ I I
' FG = Finuh Grade BG = Beloiv Grade SG = Subgrade BOF = Bottom of Foarng
~
s Fk a a
¢r+-sen1N0 n u.ra-.s re2-0
10020 East Knox Avenue, Swte 200, Spokane, WA 99206-4748
509 897-1904 / Fax 509 897-2072
~
a ~ ah,
~ OeOT~CSlNIC,aL £HGINEERIFI6 a MATERIAL$ iE5YiyCh Fp{~~ p ~
10029 Eas[ Wwx Avenua, Suita 200 Spvkane, WA 59208-4748 Cc~' ~~j
Fy ~
' J 509 a51-1904 f Fa~c 509 991-2012 _F - - - Prmject Daily Report
Mr. Ken Tupper
- K.IT Inuestments, LLC
122 N Raymond
Spakane, WA 99205
Praject Name: Aleff Addition, S'h aI]{j SflWd15h
Date April 2003
Client Nv TUPK.EN
; Project No.: S02200A
Uaily No.: 1956
= Permit No.- Unknawn
Address: S`hand Bowdish
I_ ' }
- Inspectavn ConstructiQn Manitoringl
Observatiars
' Persvnnel: Scott Wise
_ Narrative: 5trata was an 5ite to pbserve earthwork operations Eller Corporation was in tkae
' prcrcess of over-excavating trench Iine for the 5torm water line o£#' of Avenue,
east of the entrance road. Installati4n of stonn water pipe vvQrks and placing af
bedding material, and backfilling along the abcave mentianed trench lirte have
begun Appxoximately of bedding material was placed abQVe and below the
pipe works that was placed in the abave mentianed trench line A` jurrlping jack"
recipracatirag compactor was used £oc means of compactioaa effort on the bedding
material pricrr, to backfill being placed in the above mentioned trench fine. Eller
u7dicated that the backfilling in the above nnentioned area will continue tomorrow
mommg, as will the processung fflr cornpaction.
Sincereiy,
STF.ATA, INC.
- Rack tiVoodworth
Axea Mazaager
_ IJistribution: Wyatt Enganeering
• Eller Cozparation
, IIJAHQ • WASFEINGTON QRE~',QN WYOMING MaNTAiJA U7AH - iVEVF1DA
-
C-2' : dEfu"D 8, 2~ ' 3
OE~3TECHrvtOwL ENaiN@QA~Np p ,y~qiERi/~L•y TE9Yio6
~
- - 1 p020 East Knox Avenue, $uite 200, Spakerca WA 992064748
{ 109 991-7904 1 Fex 50J 997 -Z012
- PrUjeCt Da1l?~ ~epor$
IVIrr. Ken Tupper
KJT Investnaents, LLC
122 N. RaymQnd
Spokane, WA 99206
Projecti Na.me: Aieff Addifiion, $Ih and Bowdish
I:77ate: April 2, 20(73
Client N0.: T-'UPT4.F-N
, Praject No S02200A
- ' a Daily No.: 1789
' Perrnit Nv.: Usaknawn
Address: 8`'' and $awdish
~
,.g Inspectian. Canstruction Manitoring!
; Qbservation
' Personnel: 5catt wise
~
Narrative. Stxata was an szte to observe earthwork vperatioras. Eller Corporatio,n is in the
pracess of aver-excavating storm water trench Iine along 8`h AVenue Due to
having the wrang type of pipe for the abave rnentzoned a.rea (per pPans), the
- contractar indacated that installation and processzng wi11 resume on Aprzl 2, 2001
Sincerely,
STRATA, INC.
Rlck Waodworth
Area Mariager
Dastributian. Wyatt Engineering
Eller Carparation
r
~ i„:`~
L
kDANO WASHiNGTflN QREGDN • WYdM1NG MOIVTAAI,4 UTAH NEVADA
~
~ p 1 ~ p~~
J GR0T"ECriNIC'AL EN6F1tfiERf~u4 l MwTEpiqLS TESTING Y'iE~ y~ APR 1RJ gl 20id
y!'3
'
• 70020 Eas! Xnmc aYgrwe, Suila 240, Spakena, WA 992OS-4748
~ - 509 891-19041 Fex 509 851 _2092
- PCUjeCt Ddll~~ RepC]rt
Mr Ken TzFpper -
, KxT Investrrients, LLC
- 122 N. P.aymond
_ Spokane, WA 99206
.Project Name- Aleffi Additian, 8`h and Bawdish
Date tUlarch J' l, 2 003
_ Client Nv.: TUpKEN
Project No. S02200A
Dai1y Na - 1862
- ' Permit No.: Unknown
' Address: 8`h and Bowd.ish
~
~ Inspectian. Canstnzctiorr Manitarinal
.r
~ C}bservation
F'ersonnel. Scatt Wise
Narrative. Strata was on site to observe eartlzwark operations, L}ue ta removal of utzlity pales
a]ong $`h Avenue, the contractar will nnt be doing any utilities consxructlon today,
ChLzck Eller indicated that undergraund utilities (sto~xnlsewer, etc.) canst~ction
will begin tomorrow, April 1, 2003 in the rnarning-
Sincerely,
STRA`I'A, [NC.
Rick Waodworth
Area NTanager
Distributzan: Wyatt Engineering
ElIer Gorparativn
- IDAHC] WASHINGT0N pREGON WYOMING N[Qf+S7ANA UTAH IVEVRaA
~
REU~D AP a"t 2003
- C1£OTEC+yHG+L EHqiNE~qH~ A Au.,'fEsilA~g rE5T1N~
7002{7 EasP Knpq Avenug Swte 200, Spakane, WA 98206-4748
's 549 899-19174 ! Fax 509 891-2812
Praject Daily Report
Mr. Ken Tupper
KJT Investments, LLC
' 122 N. Raymond.
Spakane, WA 99206
- Praject Narne Aleffi AdditiQn, 8'h and Bowdzsh
, Date March 28, 200;
CPient Na : TUF,k"EN
Praject No.: S02200A
. . Daily No.: 1$60
. Permit No.: Uncnown
, Address: 8`h and Bowaish
~ Inspectlan- Construction Manitoring1
.z
Dbsezvaticrn
Person.nel: Scokt Wise
. Narrative: Strata was on site to abserve earthwork operations. The contractor (Elier
Corpflration) was in the process of "rflugh gz'ading" the east-r~rest sectian of the
, entrance rtaadway tiFf 8'h Avenue. The contractc7r indieated tkaat "raugh gradina",
- etc. will cantinue next week, as well as curb preparatiarrl'sidervalk preparatiora.
- Sincere1y:
STRATA, INC.
Riek Waodwarth
Axea Manager
Distribution: Wyatt Engineering
~ Eller Corpoxati4n
~
IDAHp - WASHINGTC3N flREGOPf - WYCJNlIAICs i11iONT,4iVA L1TAFi NEI/A[]A
~ f GeOTgCFfNiCAL ErvCIin~eEniN aens.reROats xes~10 7 1ECgD APR 8 2003
~
10620 Easi 1Cnax Avenue, Suite 200 Spakane, WA 99206-4748
sos ass-isoa i rax 509 691-2012
I
- - PrQject Daily Report
~ Mr Ken Tupper
K.TT [nvestments, LLC
122 N RayrnQnd
- Spokane, WA 99206
P raj ect NameAleff Addition, 8`h and Bowdish
Date- March 27, 2 003
Ciient Na . TUPKEN
- Project No . S02200A
I7ady No.• 1845
v ` Perrnit Na.. Unknown
- Address: 8«' and Bowdrsh
Cnspection Field Density
Persannel Scottwise
Paae 1 of ?
Narrative Strata was an site to perform zn-place density tests vn the base course material
- ibeing placed far the cul-de-saG at the east sicie of the site and the entrance road off'
~ of 811' Avenue. The cantractor was ;n the process of placing azad coznpacting base
caurse m,aterial in the abode mentioned area usirag a 14 tane srriooth drum self-
propelled vibz°atory roller and moisture canditivning by meatas of a fire hflse when
necessary, as the material seenns to be moist at the time of haul.
Using a3 ) 430 Troxler nuclear densQmeter, Strata perfqrmed fotir in-place delasity
tests on the material that was placed xn the above rraentioned areas today. An
average of 96°lo of a 145 0pcf mQdified proctar value was achieved thraubhout the
abave mentiazaed areas that in-place density tests were perforxned in.
5trata informed Jay of Eller Corparataon and Hat7°y Hartung of Wyatt Engineers of
field observations azad test resudts przar ta departure from the site. The contractar
indicated construction will resume tomorrow morning.
~r
Z
Sineerely,
STR4.TA, TNC.
7f
Rick Woadworth
' Area Ma:nagez
Wyatt Eaagineering
_ Eller Cotporation
IDAHO WRSH{NGTbN C)REGC]N WYOMING M❑NIANA UTAH • NEIfADA
FlELD DENSiTY TEST REPORT RECeD APR
, Repart No 1845
IIProEect Aleffi Add'Ttlolt, 8th and 6awdish lFraject Na . TUPKEN 502300A
03127103 lWeather Partty Sunny iTest ilvtethod lti[uClear
,"Lc~cauan RUads at east sidelentranre way aff of $th Ave.
Persc~nn~l SCUtf WiS@
1Yicrtcrai CtinEraCtar E1ic1' i$uperintendent RLk55 L.
Earthwurk Contractor EIler iForeman Jiay G. ~
~I '1'esi Practor Probe Test fvIoiscurc Test Dry Dens3ty Percent
Number 'i'estl,rscation Eltvation' Numher Depith Cantent% pcF Cnmpacuon Remarks
I~ I lst iiH BClentrance L ut'centerlme G t b" b 4 1393 46% sta 3+76 01
]i
' ? I st lift QCientrance R Qt centerline G I 4" 58 1398 9C°/A sta_ 2+25
~I 3 Ist k, ft at ctii-de-sac R aFcenterl ine G I 6" 3 9 1400 37% sta i 2+40 3
-i i st IiF[ at cul-de-sac L oFcenterline G l 6" 4 I 1389 96°fo sta. I2+[]0 3
II
II
I~
!I
II
i~ Aractar iviaxirrium Dry C3ptzmum ivIaisture % Catnpaciipn iMethod
Number 5od I}escriptipn DenSiN Content Required S[andaad/Modifaed
Base rock l 1!4 - 374 p 145 0 I f 15 ~ Modificd ~
I I ~ ~ I
` FG = Ftnrsh Grade BG = Belaiv Grcade SG = Ser6g7-crtle BaF =$a+tpm vf Footing
~ S T r'it aM T ~
E...i~EA~Na . .TS-L. 1125r..,a
10020 East'KnaxAvenue, Suita 200, SpQkane WA 99206-4748
509 691-39041 Fax5a9 B91-2072
C-!k o C-!5,
r Sm Uki ~ ryey~ A/
f 6EOTEC+-livICa~ VNRIfVEFRIwfi s MAYERd0.L3 TE$TIfY6 RY~ 1 ~9D A r-. ~R 1~'1 ! ~~3
- 1 0020 East Knox Arenue 5uiEe 3DO Spokans, WA 99206-4748
509891-19041Fax509 &g9-2092
i.
- Project I]aily Report
Mr Ken Tupper
_ K.TT Irfvestments, LLC
122 N. Raymond
J 5pokane, WA 99206
Project Narrae: Aleffi Addition, $'h c1I1d BDwdI5Y1
i Dr'ite " Mc'tI'Ch 26, 2003
CiTeIIt N4 . ~~PKEN
I PI'QjeCt No.. S022{}0A
Daily No : 1784
Permit No.: Unknown
i Address: $`h and Bowdi5h
~ , Inspection Field DensitylCanstructi,on
Nionitoring
PersonneI: Scatt Wise
' Fage 1 of 2
tNarrative: Strata was on site to observe earthwork aperations and to perfarrn in-place density
k tests on rhe subgrade maten'al for the roadway sectiQns from the east sade (cuT-de-
sac) ta 8th Avenue at entrance raad. The contractor was using a 14 ton smaot}a
dnzna self prapelled vibratory roller to compact the materaal in the above-
rnentioned area. Approximately 10-12 passes are bezng made with the aboVe
mEntioned equzpment, and rnoistuure canditfoning by rneans of a fire hQSe is being
used when necessary as the matenal seems to be maist.
Using a 3430 Troxler nuc3ear densornetez-, Strata perfarmed four xn-glace derisity
tests on the abave mentioned subgrade areas. An average of 97°/Q of a 144.0 pcf
modrf ed proctor value yvas achieved in the abvve mentzoned areas. Strata
infornaed Jay of Eller Corporatioza and Harry Hartung of VVyatt Enganeering of fihe
field test results and observations. Eller Corporation indicated that base rock will
begin bezng hauled in and proeessed begznning tomorrow moming.
Sincerely,
S`x`RA7'A, IlVC.
RiCk Woodwvzth
Azea Manager
Distnbution: Wyatt Engineering
, Etler Corporatzon
IDAtiQ WA5111NGTQN • OREGgN WYOlV11NG hlIflNTANR UT'AH iVEVADA
FIELD DEPVSITY TEST REPC)RT RECrD APR 18 2003
~ Re~ort No 1784
rojz+.z Aleffi Addition, 8th and Bnwdish Projeci tvo TUPKEN S02200p
03126103 1Weather SnowlRain-Qvercast ITest Method Nuclear
f`•_t,carion Su bg rade at east side and entrance road
'ersonnel Scptf WlSe 1
I
Lieneral Contraetor Elier ISuperintencfent Russ L. I
arthwark Contractar Eilet- iForeman .7ay G. ~
II Test PrQecor Prahe Tcst ivlvisture 7"cs[ Dry densiry PercenY .
, Number Test Location Flev3tion' iNumhes ❑epth Content % pcC Cvmgactton Remar4,s
II ! €2+00 3 i., ot'ctr Ln SG 1 6" 72 1334 95%
~
? 10}38 7 L oFcu Ln SG ! $4 135 7 97%
l~ 3 N 2+94 R of ctr Ln SG 1 6" 5 2 1400 IOD%
4 1+6$ 37 R af c[a Ln So l 5° 84 1349 9fi°/a
f[ ~ q .
~ {I I
II
-
IL
11
I I !
lt Proctor Maxzmum Dry C?ptirtium Moisture °lo Compactaqn VIeEhod
lumber 5oi1 i]escripnnn Denskty Cantent Tteqvired StandardlModi ,fied
1 Gravei with 5itty and 5and I 140 0 I I 95 ~ Ivlodif:ed
o FG = Firarsh Grrrde BG =Belotiv Grade SG = 5ubgrcrde BOF = Bartom o,fFaolrng
~ rech.+c+~ awnirreeA~r~n m wreai,.ts rrss*.+n
10020 Fast Knox Avenue, Suite 2100, Spakana WR 99206-4748
509 E91-7944 1 Far549 891-2412
~
~ GBOTEC~rnrC.aL BNaIwEERIx4 & enwiePIAL`3' YE9iFrvC ~~~9~ Je W 2003
1[]020 E88[ ISfiQ~x lS.vB71lIB, $u1SB 20f1 S~k,aSi~ v4Fl 992#~540 509 89i-19i?91 Fast 509 851 -21012
- Proj+eCd Daaly Repf)r$
~
- Mr. K.en Tupper
- KJT Investrrients, LLC
122 N. Rayrnand
Spokane, WA 99206
Project Name: Aleffi Addition, 8`h and Bowd'zsh
Date: March 25, 2003
C1ient No.: TTJPKEiN
Prvaecc No : S02200A
_ Daxty No.: 1783
Pe~~~ Unknow-n
' Address: $`h and Bowdish
Inspection: ConstructiQn l'v~onitaringf
dbservatian
Personnel Scott Wise
Narrratiue: Strata was on site to vbserve eart.f-iwork aperations The contractor was in the
- process af finai gradzng and preparing subgrade for campaction in and around
, curbs, etc. Using a 14-tQn self-propelled smooth drum uibratQry roller,
apPraxzmately I0-12 passes were made t.hroughout the above mentinned subgrade
area. The cvrztractor indacated that the final "prvvf rollir~g" pracess will be
cvrnpleted later this week after fanal gz-ades are checked and suIagrade is verified
for campactian, etc. EIIer indicated ?hat they will continue fiomarrQw tnat`ning.
~ Sincerely,
STRATA, INiC.
' Rrck Woodworth
Area iVlanager
Disiribution: Wyatt Engi,neering
~ Eller Carporation
i;
«
~
1[]RHC] WASMJNGTON DREGON WYDMlNG Mi]iVl'ANA L1TAH NEVAaA
i I S e r°~- c~
~ GECTSCwN3GaLENOINpIZWIHG d MaYERPaUy TPSTirvG
10020 Easi Kn6x avenue. Suore 200, sp6kans wa 9s2p6.4748
509 891-1e0-01 Fax 509 Bg 1-2052
i `
_ PCoJeCt Da~~~ RepOICt
NIr. Kera Tupper
- K.TT Investments, LLC
122 N. Raymond
5pokane, VVA 99206
Project Name: Aleffi Addition, 8'h and Bowdish
Date. March 24, 2003
Client No : TUPKEN
- Praject No.- S02200A
DaAIy No.: 1782
Perrnit No. Llnknown
Address: 81h and Bowdish
Uaspection: Constnuction Manitoring1
Observation
Pexsantael: Scott Wise
"Narrative: ;txata was on site tQ observe eanhwark operatians for the au-eas tQ be curbed along
' fihe roadrvay at the interior of the s1te, aff of $`h Avenue. The contractor continues
the "rough-grading" process in the abave mentioned area. Eller zs using a road
grader, front end laader, babcat and a laser to shoat grade wnth. The contractor
_ indicated that Che above mentaoned process wi11 resume in the mvrrsing, Ma.rch 25.
2003 Due tv the above mentxoned processing, cvmpaction e£fort has nat yet
_ begun.
Sincerely,
STRATA, INC.
A'e_~ zj
- Rick waodivarth
Axea Manager
Distnbution: Wyatt Enaineermg
Eller Corporation
I
~
IE}AF10 VVASHINGTON • QREGi7N WypMING MONTAiVA L1TRH NE11AC1A
-l
r~- c"`L i 2S
~
~ dEdTECHNICxS 8NCi1N${AIHP M1 ~~TFq1AL9 ~9TiNii R~ i~° ~L'' L ~ • ■ ~ APR 20
10620 East Knox Arenua, Sui[a ~Z[~, Spaks~na WA 99248-47aH ` Y
'S 509891-19041Fux509891-2032
f '
~
_ Project Daily Report
Mr. ICen ?upper
- KJT InVestments, LLC
122 N. Raymand
Spokane, WA 99206
Praject Name: Alef#z .Addition, 8`h and Bowdish
; pa.te: Nlacch 21, 2043
Client Na.- TUPK.EN
-i Froject Nv.: S02200A
' T3aily No.: 1781
, Ferrriit No.- Unknown
' Address: $`h ana Bawchsh
~
Inspection. Canstructlon Monitoringf
4{
~ Ob5er-y1aC10i1
' PeI'SC]I7F3e1: SCOCC w15e
Narratrve. Strata was on slte to pbserve earthwprk operations The cantractor cantinues ta
` raugh-grade and trim cul-de--sac and enfiratace road areas. Using a 19-t❑n vkbratory
srnoath dn,un self-propelled roller, the contractor (E11er) cnntinues ta process
znaterial at the ca,st side of the project at the abvve mentiQned locatians for
c❑mpaction by ma..icing, 10 -12 passes. The contractor indicated that afina.1 "pz-craf
roll" of rhe abvve mentioned areas will be pez-formed nert week whers final grade
and flls are placed.
Sancerely,
STRATA, F.NC.
Rick VVvodwa~h
Area iManager
Distribution• Wyatt Engineering
E11er Corporatian
'i
IDAHC] WASHINCTON QREGOhE WYOMING MQNTANA iJ3,4H NEVAQA
~
ca!L
~ ¢¢p4~[.enGAQ~~NH@AIHd s iAd.aTE~~L9 T~}iq]
1 Q020 Easi Hnox Arsrtue Swin 20D. Spokana. WA 99206-e748
' 509 691-1904 d Fax 509 997 -2012 .
, - Pa-oject Daily Report
- Mr. Ken Tupper
KJ7' Investmerats, LLC
, 122N Raymand
- Spokane, WA 99206
Project Narne: Aleffl Addition, 81h and Bowdzsh
T7ate: March 20; 2003
Claent No.: TUPKEN
1'roject No : S02200A
~ I3tu ly Na.: 1779
` Pexrrrit Na.: Unki`icarvn
' Address S`h and Bowdish
Inspection: Cvnstrucfiian Monitox-ingl
C)bset~vation
Personnet: Scott WiSe
' Narrative: Strata was on site ta observe earthwork opexa.tions for the raadway areas of the site
at the east side of the site a.nd the center af the roadway at the site, Eller
Corpmratian was in the pracess of "rough-grading„ to subgrade material in the
above rrsentioned at'eas. The ccantractor is using aroad grader, frant end [oader,
babcat, a,nd a laser to shoot grade an the above mentioraed az-eas. The cvntractor
' i-ndicateci t'iat ca.rb staking and rnaterial processing will contiaue tomorrow
morrn..ing, MarcYa 21, 2003.
Sincerely,
STRATA, xNC.
Rick Wnodvvorth
Area Manager
Distnbution: Wyatt Engineering
-Eller Corporation
iDAHD WASHINGTDN OREGaN WYOFVIING MflNTpNq UTAH NEVA[7A
'~3 1 i"~ a ~ a
411, Q£QT~C~NtCAi Ew6iNPHRllJ6 9 MAtER1Al9 t$9TIrvp
10020 Easi Krmx Rvwv~a, Swie 240. &poksne. WA 982[G-4398
5[T9 891-1904 1 Fsx 505 8S7 -2412
_ Praject DaiIy Repvrt
UIr. Ken `T'uppec
- , KJT Investments, LLC
, 122 N Raymmnd
- Spaka.ne, WA 99206
Prnject Name Aleffi Addition, 8th and SQWdTSh
, Date. March 19, 2003
Client tNo . TUPKEN
- Pxaject No.: S422{}0A
. Dai1y No . 1777
Permat No.: Unknown
Address: S`h and Bowdish
_ Cnspection: Construction MonitQnngl
Observation
Fersonnel. Scott wise
Narrative Strata was on site to observe eartkzwork operatians Eller Carporatian wcs in rhe
process of"rough grading„ the cul-de-sae area at the east sxde ❑f fihe projeet. Elle.r
is using a road grader, fr4nt end lpadez-, bobcat, arid laser to shovt grades. Tlae
coratractvr indicated that tomozrow (March 20, 2043) the grading pz°acess would
resume and campactivn of the subga-ade matez-zai in the above mentianed areas
would also begin. The reznaizader af fioday wQuid be spent preparingllaying 4ut for
tornarrow hy the contractor.
SincerePy,
STRATA, fNC.
Rick Woodvvorth
AF-ea Maraager
Distnbution: Wyatt Enguaeering
E11er Carporatian
~
IDAHO WRSHINGTCiN OREGON WYC3MiNG MC}NTf1NA • L1TAH NEVRC]A
S i r~t 2s a ~
~ 6~pT@~s3~fCA6 CNOINHHAiW~ µ;eAi€Rlwg TP~irvp
- " 10020 East 9(nnx Rvenue, Swta 200. 5prkana. WA 99206-4749
509 881-1504 1 Fax 509 891-2012
PrDje+Ct Dali~ ~epvrt
~
Mr. Ken Tupper '
KJT Investanents, LLC
122 N. Ra}mond
Spakane, VVA 39206
Project Name: Aleff Addition, 8`" and $owdish
Date: NTarch 1$, 2(}03
CI ienfi Na. TUPKEi
Praject Na.: 502200A
Daily No - 17$$
Permit iNQ : Unknawn
- Address- 8`h and Bowdish
Inspection: Construction Monitariagl
- t;
C}bseraatian
Personnei: Scott Wise
i
. Narrative: Strata was on site to observe earthwvork vperatio€as for the cul-de4sac areas at the
~ east of the rQadways area. Eller rs in the proeess ❑f beginning layout a.nd "a'ough-
grading" for the aboye mentioned arecis. Tk-ie cantractor irzdicated that the process
- mentioned abQVe will resume tomorrow and that due ta pracessing needing to be
- carnpleted ncr compactaon testzng tiv'd1 be dane as of yet.
i
Sincerely,
STRATA, TNC.
_ Rick Wovdwazth
rea ~V4~ager
A
Distribution. Wyatt Engineenng
_ Ellez Carparation
IDAHp WASkiINGTON OREGQhI W`LI]M1NG MpNTANA UTAH NEVAI?A
~
, 5 i r'Z e3 ; 2~ RECrD A PR 18 2003
~ 6E~rL+CMnCw~srQNE~Rlrv6 g MwCERAL9 re~r~a
_ 10020 East Knox Avenua Swla 200 Spokana, WA 9920d4748
509 891-19041 Fax SpS 891-2012
_ PrUjeCt Daily RepoI't
- Mr Ken Tupper
KJT tnvestments, LLC
~ 122 N. Raymorid
Spakane, WA 99206 Praject Name: Alef~'i Addition, g`h a.nd l3owdish
aate - March 17, ? OCY3
Client No TUPKENr
- -Project No.; S02240A
1Jaily Na.. 1844
. Permit 1Vo. _ Urik.newn
Address. 8`h and Bowdish
Inspectian' Canstruction Vlonztaring/
z Obser-vation
Personnei: Scott Wise
Narrative Strata went ouer tlae schedule for 3-I-03 ) wifih Chuck Eller of Eller Corporation.
'
~
~
- Sincere1y,
STRATA, INC.
Riek Waodwoz-ryh
Area Manaber
-I)istributian: Wyatt Engineerinc,
~ Eller Catpflraticrta
L _fOAHO WRSFfINGTflN C}REGQN V+1YDWNG MDNTANA UTAH NEV,A❑A
.o
~ 4- FR C-h, i ~
~ PE07EGNN~wt EN61N8CRiNG b Mw'Cr3MqLg TQ37lh6
10020 Esst Knax Rvenue. 5utfe 208, Spokane WA 99206479&
5U3' 951-19041 F&x 509 987-2012
ti .
_ PI'[1JeCt Dally RQpQrt
Mr Ken Tupper
K..IT Inuestments, LLC
122 N. Raymorrd
Spokane, W,A 99206
Froject Natxie: Aleff Ad.ditzon, 8`h and Sawdish
Date: March 10, 2003
-J
Client No. TUPK,EN
, Project Nv.: S02200A
I , Qatly Irla . 1514
Permit Nca : i.Tnknawn
~ Address: 81h and Bowdxsh
; Spokane, Washirlgton
Inspeckion: Cvnstniction Nionitoxirag{
-
Observataan
Personnel: Scott Wise
iNarrative Strata was on site t+a observe earthwork aperations. `C'kae cantractor was in rhe
E--- F]P"f]Ce55 flF Ic'i`JLTlg QLi[ thE staging for constn.i.ction. Eller andieated that na testing
wauld be needed today, but "rough gradzng„ pracess would start later taward the
end of rhis week ar at trie first caf next week due to grade sta.king, etc. needing ta be
completed prior to the start vf any of the above rnentaoned prvcedures.
Sincerely,
STRATA, INC.
Rick Woodwvrtn
Area Manager
Distribution: Wyatt Rugineermg
Eller Corparativn
lQAHO WASHIPiGTDN ❑REGfJN WYOMING 111lONTAf+lA IJTAH NEVADA
- ~ -
r,
s : FR a : a ~i~~1~ ~ ~
J [lEt3TECne~ICRL Erv~C1+rvEEAIrt[. y ,y~,arEniaLg r E'-ntinl3
r
70020 East ELnox Avenue 5vite ZU6 Spqkans +NR 99206-4748
509 &91-7 9p41 Fax 509 891 2612
Pt'UJect Da~~~ ~epUt"t
Mr Ken Tupper
- KJT [nvestments, LLC
' 122 N Raymond
Spokane, WA 99206
' Project Name A1efft Addition, $;1' and B4wdish
Date: March 7, 2{}03
Ciient No . TLTPKEN
Projeet No 502200A
' _ • Daily No . 1651
~ Perntit No - Unknflwn
AddTess $`h and Sowdish
~y Inspectian: Constructian Monztorulg
r and C]bservation
' Personnel: Seott Wise
- Narratzve Strata arrived on site to observe earthwork operatians. T'he contractor was in the
pracess of backfill~nc, under-raund Lttilities trenches that nin E-W, N-S off of 8 `h
AvenLie ta the east side of the site.
A"'wonder wheei" txe,nch hoe attachrnent was used far means af compaction effart
by making approxiznately 10-12 passes and mozsture conditioning hy naeans of a
fire hase when necessary as the rnaterial appeaxs ta have maisture that has been
, retained due to the weather canditiQns of late. Apprvximaiely 1' abave and below
_all pipe works bedding material was placed and compacted pz-ior ta baclc fill
placementlcompaction process QceiLirred.
Sincerely,
STRATA, TNC.
Rack Woodworth
_ Area iUlanager
Distribution: Wyatt Engineerina
Eller Corparation
a~
I ,
IDAHO WASHJNGTC}N OREGON WYC7N11NG iNDtlTAiVA EJTAN NEVADA
~.~003
3
~ GQOYECHN4CAL Efi64TSPeRlMR d MwPEqrAL3 zESTCrvQ
10020 East lcnox avenue, Suite 200, spaKar,s, wn 95206-4748
sae asi -i9+aa 1 Fe: sos esi -xoi a
Project Daily Report
Mr Ken Tupper
KJ`I" Investments, LLC
' 122 N kaymand
- Spokane, WA 99206
- £'roject Name: Aleff Addition, $`h and Bawdzsh
Date• February 20, 2003
~ Clzent IVa.: TUPKEN
Project No. 502200A
I7aily No.: 15215
Permit No.; Unk.nvwn
Address: S`" and Bawdish
I 0. x Inspectian Canstructian 1Vfonitoring
Obsezvation
PersQnnel: Scott Wise
Narrative: Strata arriVed Qn site to abserue earthwark aperations. Eller was in the pxocess af
placing bedding rnaterial approxirnately i' around and above the pipe work placed
in the undergraund u.tiIxtzes trench lines lacated at the entraxlce off 8`h avenue down
the center line north central portian af the site at fihe east side. The c€antractor is
"hoe packing„ the bedding material in and arpiund the above mentianed pipe wvrk
{pavver supply} for now until the rernainang utilities (gas, etc.) are installed arid
then bedding will be placed a.nd compacted as will rerna'snder af backfll.
Sincerely,
STRATA, TNC.
,~9 , 4
Rick Woodworth
A.rea Manager
]7istribution. Wyatt Engineering
Eller Carporafiion
~
l;
IDAHQ WA5HINGTON QREGdN WYaM]N{; MQNTAiVA EJTAH NEVRI7A
- 02l2112033 14:34 5098912012 STRATA INC PAGE 85
s7RATA PRoaECT Da`Lv ~~PORT Im 0
Qreliminary ~ ~f~ 1
Praj~ct: ~ client Na: ~°~~r/
Project Address: Project N8.
aate:,~!- Z7r 07 Permit No:
i GQdes Praject Tirrre Moh Time : Miles Per Diern-'- Ladging
- ; From To Houes Frorn TO Haurs ' B L D $
- - - - . . .
-o
lo i ~
- EQUIPMEN7 Wuke: Makaile Lab:, 'Ttrrque U'Vrench: Rebar Loc. _
~ f Okher (describe): Weather: ~
~ ~7~~I~W.~T~'-_~f~"'1.~ +7~~•
Approved Plans on 5ite: Yes Nv Date-- ArchitecE:
Type nf Testllnsp: " f dA,
Deficiencies: ff'
Acfican(s) TakenOti 5r
Resuits F2epcr#ed to: of _&K,e ~
af
Narrative: s,?k -4t' .94c'- mrl- 11.0A T c
a~~r~ ~n►~. l ~s~.~I ~+-r~ r~~.,.M~ ~ ~ io J40
Ai s ~At- ~~r~1 ,~re~ n_ ; S ~ ~r~ i+V ai..a~ ~~r!
- ,
~ u~~K4tt~ d~Dl~~ r3d,1?e~C~-3ra.G+~e~ t~rit~o, i?+a La~'r1i.~r~~_ ~'►~+1 ~G,~c~ sY..n _
Y ~
~ t,f, 11 hi plar~A"W,1frf 4V_w; r~,
~f -,-,~,e.Y~ Ad ]m, r
~ a-4 _kUr LPd~
_ l /V
Samp1e Type Set No.
. - e
Mix No. slump Mix Temp, °F ~
T~cket No. % a[r Tot~l Yd' I
TrucfC No. 0 . . ~ Zemp, °F ~ Truck Yd° ~
,
~ -Sample(s) Obtainad:
' ❑es~rir~t~~n ~s~~:~~
I Strata Representabve:
2. , Reaeived By:
~
C__! ~ 1 i as,
y tlEtlYV.CHNICAI grv4rNEERINp q MqTERiwLg TEATiwp
r
1 oaza east Kr,ox Arenue, suite 200 spokane wa 99206-474e
509 e9+-1904 r Fa: sas 891-2012
Project DaiIy Reporf
Mr fCen Tupper -
K.dT [nvestmenfs, LLC
12 z N Raymvnd
' Spokane, WA 94206
, Prajeet Narne: Aleffl Addition, $h and Bawdish
~ L7ate: Febr-uary 19, 2003
CIient No. TUPKEiN
Project No.: 502204A
Daiiy No.: 1524
Permst No.. Unknawn
- Aadre5s: 8 'h and BoWdgsh
. Inspecti~an: Constructitrn Iulonitoring
Observation
Per'sannel: 5eott Wise
Narrative Strata arriwed on site to obserue earthwark operations. El1er continues irzstallation
af undergrau.nd utilities at the south center to northeast center af the site. Avista &
c' iufodez-n Electric-Water a.re also scheduled to insta.ll undergrOund utilities over the
next week. Qver-excavating and bacIcfillzzag wili continue as they proceed ta place
the above mentzaned pipe worltFutilities and get aii bedding material placed,
backfi11, etc.
5incerely,
STRATA, IlNC
ksck Woodworth
~rea Mana.ger
Distrabution: Wyatt Engineeaing
Eller C4rparation
-
]DAiiO - WASHiNC,TQAt pREC,ON WY(3MINC', MC3NTANA UTAF! ~ NEVAdA
02121f2603 14:34 5058512012 STRATA rNC PAGE 84
sTRA-ra PRv,~ECT vAILY REPc~RT N~
- Pre[iminary ! nf _1 l. Project:_&I-, ~r ~~J 7S~f GJient Nv: I W04'Cnr'
Praject Address: ,JOO-'"' /_?euMProject Na- ~ia~a~,a~
Qafe: e Perrrrit No:
Codes Project Time MoE~ Tme ~ Miles Per nferi'r n~...-!
From 3o Nours Fram ~"~r Haurs B L p $
2~-~
~ E PIU~IlREIVI' Nuke' Mabile Lab_ Torque OFrencn: Rebar tor,:
Q[ner (desCrrhe)_ VVeather
a Lrl~'f.~~~•'~YT~~• t~ . ~ ~ • ~ . r`f'~~
Approved Plans an Site: Yes No Date: , Architect:
Type af-Testllnsp: Cs-,Lk
D~~lCI~F1CT~S: !~!d rv~
AG't10i't(S) TakE19'No A42-
- ResUits Reported to: cmdak<_ vt
vf .
Narrative: srn ~tT~ ~~s ~~.~e 4v
• r
la iV i.. c- 4%e- s►`k~,
~'r~.►•.~~ n~, s :n.s~~ ~ ~ - c.,~al.A~ s&
v
p ~ ~ardRle rype Set No.
Nlix No. ~ ~sump ~ I Mxx Temp, °F ~
Teket Nv, %Air Totai Yd' ~
Truck Na. ~ . _E_.Jemp, °F S _ . ~ Truck Yd' ~
SaF1'fple(5) ()btaIfled:
Descdo#EOn Lncat"san
9 Strafa Representat'sve'~ • -c~o
2. Received By:
~
~S T r`R Zb6 i ca
~ e}EOTpCHrvkGAL EnpPNp@FFINfi a MqtERIAL$ YH9YIn6
10020 E ssf Knox Arenua, Suile 280 Spokane WR 9920E-4748
- 509 981-59041 Fax 509 987 -207 2
rr -
Project Daily Repart
_ Mr. Ken Tupper
KJT (naestments, LLC
' 122 N. Rayrnand
Spokane, WA 99246
Project Name. A1eff Addition, 8`h and Bawdzsh
Date: February 18, 2003)
Client NQ. TUPKEN
Project No.: 502200A
T7aity Na : 1649
Permxt No.. Unknawm
Address $`h and Sawdish
" ZI15peCL1oIl: CC1i1StTUCCIOY7 MC+171t41`1I7g/
Ob5ervat1[]Il
PECSC317I7L'l' SCott w15e
Narratave: 5trata amved on sxte to observe earthwork aperatians. Eller is in the pracess af
overexcavating undergraund utilities trenches lacated at the entrance of1"r af 8`h
, AVenue and around to the east side of the site. The cantractor indicated that tkaey
_ wauld eantinue to overexcavate the abvve-mentivned trenches, begin placement of
conduat after placing bedding material, then rernaining utilaties wzll be placed, and
backf 11 will begin
Si,ncerely,
" STR-ATA, IlNC.
Rick 4Vaodwart.h
Area Manager
~
Dxstribution: Wyatt Engineerin~
Elier Corporation
IDAHO WASHINGTOfV C]REGON - 6}'VVYOMIhI~', MCJNTRNA LJTAH NElIADR
02/22/2003 14:34 5098912012 5TRA7A INC PAGE 03
- S7RATA PRC3JECT DAILY REPORT N? 0164
Preliminary I of ~
_ Project: ~r ~aur c3,.~5 ~ " Gfient Na:-ISY-kg,n1
Praject Rddress- n~ t ~ rs- Project Na:e;C.94c
Date:7 ~ -c~~ Permit No:
_ Codes Project ime ---Moh Tirrre ~ MilesPer diern --..l.odging ~
Frorra YQ H❑ucs Fram _ TO Haurs ~ a L Q $
s~-~ _Z& 51
~ Z "D I I I r~ II
s~. - I ~ JI- I I EQL~fPN1ENT f~uke M~shile Lab I'orque V1lrersch. RebaE Lcc°,~.. -
Other (desCrlbe); . . iWeather
C.£~'~ 5~ , ,
(vzo.n o 4nfi d ri e) f ~ ,S
T u Approved Plans an Site: Yes No Date: Architect:
Type of T8sVlrts~3:Ir~.~~.~'--~.~ A-Fr~r 1k
C]efciencies: IftS ~
ACtiort~s} Taken: r)o&4~-
Resulfs Reported ta• rRAa.L-f L- Of ~L o r f~
of
Narrative <; TTI.f1'rFr w A.V CAti 40 n I s." ~ -A.Z+..zke,.+o-i 0'0e.'M 4rss.
n
~Q Y r, r r+~..b d~gI'E~ ---Il ~
~ ~ w~ a-id~ ~~.c . 1 ~ ~~-t. ~ . . 9 i ►7 f dY ~+n .T, ~ _ ~5 n ~'►^~[~ur i ~r~rrA.~f
- v
u,a'.,k} ahVk&Q
- , 9) i~~~f~E? r+~ce~ ,~..~p °~3•e.n
d
.r .
~
~ samp ie Type ~ I Set Na i I I
-
Mix No. . . - - - . .'S-lurr~►pT Mix Temp, °F I ~
Ticket Ma. ~ °1n Air ~ - Tatal Yd' ;
Truck Na. ~ Temp, °F ~ f Tnack Yd' j
' Sample(s) Obtained:
E)escnntion LQc,a!on
- 1. 5trata Represerrtakive: ~.+LS
2 F;eceived 5y• ~
- ~
4,e GEOTEiCwndC0.L Ew¢-pERiN6 a M0.TIEFSfwLS AESTIrv4
_ 10020 E asE HnoxAusnue, SudB 200, $pokane, WA 99206-4748
509 99l -1904 ! Fax 509 891-2052
ProJE'.Ct DrZl~~ ~epUrt
IVLr. Ken Trupper
KJT Cnvestments, LLC
122 N. Raymond
Spokane, WA 99245
- Froject Name. Aleffi Additivn, 8`h and Bowdish
Date- FeIaruazy 17, 2003
Client No.: TCJPKEN
- Froject No.- S02240A
~ DazZy No.: 1648
- Permzt No.: Unknowrs
A,ddress. 81h and Bowdish
. ' Inspectian. Canstruction Nforutaring!
C7bservation
Personnel: SeDtC Wise
Nazrative 5trata arrived on site to observe earthw4rk operatzans E11er is in the process of
overexcaVating underground utilities trench line located at the center of the
entrance off af 8`" Avenue - northeast comer af the site. The contraetar indicated
that utilities trench overexcavatian, etc. will continue for the remainder af the
week
, 5incerely,
i - STRA`I'A, IlVC.
Rick tiVoodworth
Atea Manager
Distribution: Wyatt Engrneerin~
E11er Corporation
~
IOAHO WASHINGTQiV OREGQN WYQMING IMpNTANA UTRH NEVADA
02/21I2003 14:34 5098912012 STRATA INC PAGE a2
~ STRATA P~Y[]JfcC~' [}A~ILY REPORT Ai7 ~ ~ ~ ~
4* Preliminary
. Profect•.8 Clsent No: I~►ok~~rl'
Proaect Ad ss: ~V Project No:
Dati: ~Permit No:
; _ -
Cod-aS Profect Time iYfob Tirrte RAiZss Per Diem Lndging
FrQan Ta Hours From To Haurs B L D ~
SLFO z._ d II ~ I II ~I ~ ~II ;
EQUIPMENT Nuke: 'f IWldbile Lab~ Tarque lNrench- Rebar Loc:
Other (describe): Weather:
~ ~~~'!l~a,5 ~~.5 • ~ V G~] c--d ~ ' ~~+i ~'7 ~ .
~ u v
Approved Pkans on Site. Yes Na Date: Architect:
Yype af TeStllnsp:_rw-
fleficiencies- 1~AC-
Activn(s) Taken; No~ ~L-
Results Repor#ed to: C,-mt~.~ of ~ .
of
Narrative: Mr+ rti
J,tJl4 fn 4~e rsa-acx-~i '7 ~ •~i ~ a.r-,r,J~ ide
~ T
lr .0,V.~'rrs--r,t &tJ„tt~.t ~Vf.ep- O-F- -t'hgL S i~✓ , '17w, P'A~n*mCd6w,r
e . f~1
p ~ Sample Type ~ se# N4. ~ ~
~ Mix iVo. I slump - Mix Tamp, °F F__r_.~-~. ~
TICket No. ~ % Afr TC7~~i Yd' ~
_ Truck No. ~ ~Ternp, °F ~ Truck Yd' ~
- - _ , - -
~ Sampie(s) 0btaEned-
IQescrr~ Locatian
1. Strata Representative.~~ -
2, Received 8y:
- ~
iR cak r a
~ GE0712CwHIP:+a6 EN¢InEERJN6 8 MATEAfAL9 rE3F4H6
10020 East Knox Avenue, Suile 200, Spokana WR 99206s748
5D9 891-7 964 T F ax 509 891 2U12
- Praject Daily Report
Mr Ken Tttpper
KJT Investments, LLC
122 N Rayrnond
Spo2cane, WA 99206
PrQject Name- Aieff Additaon, 8`h and Bowdish
' ]Jate: February 5, 2003
Client Na.: TUPKEN
Praject No. ~021200A
Da11y 1`Ja.. 1529
~ Permrt No • Unkrzown
- - Address: 8`h and Bawdzska
Trispectian: Cornpaction
Personnel• Scott 1iVise
Narrative Strata at-rived mn site ta absez-ve ea.rthwork aperatAOns. Due ta access belng limited
by existing cabIe lines, the Lu7derground utilities trench lane aJ.ang 8`I' Avenue has
• not yet been started The cantxactor zndicated that untiI this area is cleared, na site
work will be darze (anticipated starC date Fs February 14`h, 2003)
Sincerely.
STR-ATA, INC.
~
- Rack Waodworth
- - Area Mana,,er
Distributaon. Wyatt Engineering
E11er Carparatian
~ -
, F
laAHO WASHIIVGTpN • QFtEGQN WYOMING ML]NTANA UTiAH •NEVADA
~
r alSpTECriNiGwL ENGiN2EAINC1 d k1wTEAIw6S TE9iipQ
~
10020 Eas1 xnax Avariua. Suda 2[79 Spokane WA 39266-4748
F $99 891-19041 Fax 549 891-201 2
Pxo,] eCt Daily RepUrt
~ Mr. Ken Tupper
, KJT Invest.ments, LLC
' 122 N. Raymond
Spvkane, WA 99206
Praject Name: Aleffi Addition, $1h and Powdish
I]ate. February;, 20(};
Client No : TC]PKEN
Project NQ.: S02200A
- Datly No.: 1019
. Pernut No: UnkrfQwn
' Address: $`h and Bowdish
Inspectzon: Compaetion
' Persoa3ne1 Scatt Wise Narratzve: Stxata arrived an site ta conduct in--piace nucleaz- density tests. At the time a£
arrival, the areas of placed and campacted fll were inGomplete No tests wez-e
- conducted taday.
- Sincerely,
STRATA, INC.
Rick Woodworth
- - ,gr:.a Mauzagez°
Distnbutivn. Wyatt Engi-neering
EI1er Corporation
IDAHO WA5H1NGTON OREGC3iV 1N'(OM1NG IVIDiVTRNA UTRH NElADA
~
S i r~ 2~ i 2a
vwl ¢eCJTCHMICAL EN6INEERIVO A MATERinI$ iE5riN6
10020 E'aat ISnax Ayanue, Suite 206, gppltane WA 99206-4748
„ 509 091-3964 1 Fax 505 891-2012
_ Praject Daily Report.
- iMr. Ken Tupper
K1T Investments, LLC
122 N. Raymvnd Spakarie, WA 99206
Praject Name: Aleffi Addrtion, 8`h and Bawdish
Date. January 3 ) 0, 24303
Ciient No : TUPKEN
ProjeCt Na . S02200A
' Daxly No.: 1621
. Permit No.: Unknown
' Addzess: 81h arzd Bo°wdish
Inspeckion. CompaefiiQn
Fer`sonnel: Scott Wise
Narrative Strata was an site to ❑bsetve eaz-thwork aperataons. The contractax indieated that
' due to recent weather canditions (rain) and the aver-saturated soils, undergxouur3d
utzlities ruork at 8`h Avenue will begxn an Monday, Februazy 3', 2003.
Sincerely,
, STR.ATA., INC.
Rick Woodworth
Area lha.nager
Distributian: Wyatt En~ineering
E1Ter CarporatPan
IdAHQ WA5F41NGTDN pREGOiV WYQM}PiG IViC]N'f'AhCA LfTAN NEVA❑A
81131A<003 17:48 605e912012 57RATA INC PAGE 03
57RATA PROJECT DAlLY REPO'RT N?
Preliminary ~ of ~
Pro}ect (?nwU~<.u Clieni Nv: ::rg
Project Address. 8 1-1 ~ Rnwoi.sw Prv}ect Na:4-
Date F'ermot Na•
~ Cades Project Tinte • ~Mob Tfme i ARiles Per Diem Lotiging--"-~
Fmm TQ Hours Frorn To Hvur-s 8 L D $
J1 - I i i
r_:::.::--__-
- EQUEPMENT Nuke. MobiEe Lab 7of-que Wrench' Rebar ~oc:
Uther descr~be
~ ) 1Pieather; r,
OyeA[A64r
~ Approved Plans on Site: Yes No Date- Archi,eci.
7ype of Testilnsp: Con 54 •7ic., ,4er,rw Io r,,t: -
Deficfencies;_,~, - J .
_ Actiorr(js) Taken;,-mg2w,
i Fie5u9ts Repcf"ted to: C, uwe-k- or _lCet"rcvrv•
_ I O#
_ Narrattve ~rr~~} 7F7 wi~ s ra&- 5iiAc sn og5erur. Qp~Fa,~~+o•r~i ~ton.s . TkVt., [on4rot49£
. ~
CiJt Tr,~ xtng ~
~ . 1 Sample TYpe 'Set Nv.
i~ INrx t4o Slump { rmix Temp, `F R
~ TiCket No. J - - - ~ 6Ia AIF ! ;p#aI Yd",~,~
i
i~ Truck N4. ~ ~Temp, °F I Truck Yd''~.1
Sarnn€e{sy c7bIIained;
r ;
1. St•"at's3 R'LpCeSBf1tt3tfVe..T• k47~_c)
7, ReGEfVEd By: ~
J
J OEOiECnnC.c~u(~NL+ERwR d ~lAT~'RYA~$ Y~ST~O
T
10020 EasY 1Gm Avarais Suda 200 Spekane WA 99206-4748
_ 509891-99041Fuit509891-2012
Pt`o,]eCt Da1~~ ~epUrt
' Mr. Ken Tupper
KJ`I' fnvestments, LLG
' 122 N. Raymond
Spokane, WA 99206
, Project Name: t1.leff Addition, 81h and Bowdish
Dake: Tanuary 28, 2003
Client No.: T[]FKEN
- Project No.: S02200A
Daily No.: 1611
Permit No.: Unlcnown
AddI'E.SS: 8'h a11d $OWd15h
~
Inspecti6n: Compactian
*F Persannel. Scntt Wise
~ Narrative: Strata was an sifie to observe earthwarfc aperativns. D-Lie to the utility crew ara-site
and the oversaturatec£ material, nv eaz-thwork will be processed taday
Sincerel3',
STR-A1 Ay 1iV L.
' RiGk WOodworth
ELrea 1Vlanager
Uistrzbution. Wyatt Engineerin;
Eller Gorporation
~
t
lDAFiQ - WRSHINCai"Oivi OREC7ON UVYOMING MONTAAlA L1TAH NEVADA
03,31r20e3 17:48 5e98912012 SfiRArA 1NC R~~E K
, . _ SrRATA PRoJEC-r mr~~LY Rr=PORT 0161
Preliminary
PfC1i'~.'C: ~ z-7 Clief][ NC7 17 ° ~ of -I
Prc7jeCC AdiareSS ~ ~ PrCqBct ~t]'
❑7~~' ! f eFmlt fV[7
Crsdes Pr~jecc rime , . . mob rims ~ Mile5 V .--Pe`r Dierr, --La~~ing.. ~
~ From ~a Houra F,aM Tc Hcu~_~~ s L -D s
5QU9FMENT 1+luke Mrbj+e LaE Tqra+:e ~'lrgrt~h, ~t8~72r t-cC
I
I
11 li€ner {deschbe)_~,~_..._ ~ I V'Jeather . ~ -
~r{'Jp1.. f^y~
,approved Plans vn Site Yes !Vo pate Architect•r
'rvpe of Yesrrtnsp. c&?SF r►~~~ i~~~'~-~, ~'~r~ ~
DefiG:encies:
Acticr(s) Taken._L,,i.~
F'esults R2parted ta ~ of
Or
G.~• 3 ,rr ~ ~ Y'" :r :s' ' ~ ~ _ .'I,_,. f::^,_5 ~1 ;'L:. -~t"7 E~ ~i t'..1
- Narrat'sve'
y
j~ I 1.1.s r.1
rFI,' F~f 7i 7i
T~~~ Ar'
1 7 t
-c ~
I
~ f ~ - 1
S I Sample Type Set Fia- _
x T~m F
i~Ix Aio j J ~ i 8~urs~p R~~ ! Mi p. 'I~
~ Ticke[ No ~ 'D/o Air It 4 Tofal Yd" ~
~E T1`UCk Nf5. i i ef71p, 'F ~ -TfuCk Yd'
vcat'?'ipfe(S) 01]t$lfled
~ - descrioban Lv~-~t~vn
~ rt Strafa Representatsve ,5 Az:)
2 ReCeivPd By y
- ~
c- e a
J GP4TECHNICnL IEN6[HeEpIF❑ p nnYERl.ty T~5Tirv0
1I7029 East 1Gnox Avenue Suite 200 Spakanff, WA 99206-4748
505 891-39041 Fax 509 997-2012
_ Project Dali~ ~ep[]Z't
UIr. Ken Tupper
K.TT Investments, LLC
; 122 N Raymand
5pakane, WA 99206
~ Praject Name: Aleffi Additian, and Bvwdish
Date: January 24, 2003
Client No : TLJPK-EN
- Project Na.: S02463A
' Daily No: 01609
• Permit Na.- Unknawrx
" . Address: and F,awdish
, Inspectlan Field Densities
Personnel: Scatt Wise
Narratzve Strata was an srte ta abserve earth work ogeratians. Afrer cantachng Chucic Eller
of Eller Gorporation he indicated that Eller woul.d resume construction at the ~'irst
of next week, so that the site would have time ta dry taut samewhat
Sincerely,
STRATA, INC.
Rick woodwarth
,Axea Manag€r
Distributian. Wyatt Engixieering
Eller Corporation
,
IDRHO WASFiINGTON DREGON WY{]{1AZNG •{VIONTRNA U7AH NEVADA
01i27/2003 13:25 5e9e912012 srRaTA TNC PAGE 02
' sTfZATA pROJEG~ ~~ILY REPORT N? 01s 0°
Preliminary i of !
_ Prajec't•,_e 4-~ :r- 62.14 rsts iu Client No' -fU00;Cc.v
, Prvject Address:_9 fgaao,,~,r. Project Na,_ ~~azzk?~
' Dat~• 1 g 2~ • rs~ Perrnit No:
j Codes Project Time "AAAob Tirne MiEes '~er G+iem Laclging
~Frorn i v Haurs ~ From Tv Hours ~ a L D $
. _
,
d~`
_ ~QLl1PMENT Nuke- - Mrshde Lab, - Crque Wrench. FtebarLoc
- Other (descrikse), Weather
- r
Approved Ptans vn Ske: Yes No pate; ,Atch~tact.
, i Type af Testll nsp: cv,*s th•or+
- Deficiencies' wn eur.. '
Ac#jop("s) Taken• a1DA11JI~- - Result's Reporked Lo: T+►,~ af f" .
pf
Narrativa' wos D kr -5ijr ahr~--_
i , CI;dKC.rG CL9a- N .,eaaea>
~ f -
I ~ sample TY'pe I I 5et No.
Mix'No. I --F-slump Mix zemp, °F
Ticket No ~ . J 41o Ric I I 7otai Yd' r
Truck Nv. TernP, °F I 1 Truck Yd' I
Sampie(5) C7btained•
~ Strata Represer+tative. -S• ALJ~;
~ _ Received By:
~
S T r~. T a
~ GooieC~NIC.aL EN6iNQERrN❑ a m.n tERiq4g rESTINQ
1 U4}20 Easl Knox.nuenua Suue 200 Spokane, yVA 99206-4748
509 931-1904 1 Fax 509 899 -2412
Project Dally Repot"t
- Mr Ken Tupper
- - K.IT Investments, LLC
122 N. Raymond
- Spokane, WA 99206
- Pro}ect Name: Aleffi Addition, 8th and Bowdish
Date. January 23, 200;
CIient Nv : TUPKEN
- Project Na.: 502463A
_ Dasly No.. 01600
, Permit No.: Unknown
~ Address: 8Eh anr}. Bowdish
" Inspection- Field Densitzes
' Persozanel Scott Wzse
Nan-ative: 5trata was on slte to ❑bserve earth work operafiians, and pexforin in-}alace densiiy
tests. Due to weather, aiad soil canditions (saturated), cantractor pulled off sifie fnr
- - today
~ Sincerely,
sTR-ArA, hNc.
_ A"/' zd"4,v,(
- Rick waodwortn
Area Vlanager
.17istribution: Wyan Engineering
Eller Cozporation
1DAHO WASHINGT4N Of2EGaN WYi7MiNG MONTAiVA ll7AH NEVApA
~ 6EdTECM[31Cw1 eHO1NHHRkAfO 'R MArER1AL9 iE.^.TIN(i
f 0620 Easl M{s Avo1kua. Sw[e 200 Sookene. VhFA 49206-4748 ~
503 891-3 904 1Fsx509891-2012 10 d;
~}0 ~3
-I
PC[DjQc$ D31ly ~ep[]I't
U1r. Ken Tupper
- K,T Investrnents, LLC
122 N Raynond
Spokane, WA 99206
, Froject Name: Aleffi Additian, 8th and Bawdish
_ Date: Tanuary 22, 2003
Client No.: `l'UFKEiN
, Project No.: S02063A
Daily No.. 01599
= Permit 1Vo. Unkrnown
Address: S'h anti Bowdish
Inspection: Fie1d ]]ensifiies
' t.
; Personnel; Scatt wise
~ Narrative- Stxafa was vn site ta observe earth work operatiflns, and perform in-place density
test5. Cantr'actor chose to nofi work today, due ta the weataer canditians.
Sincerely,
STRATA, &NC.
~,,k z[..)
Rick Woadworth
Area Manager
I3istzibutzan: Wyatt Engineering
E11er Corporatiora
_ IpAHO WASHIh1GTON OREGON WYC7MING INQCJTANA lJTAN NEVADA
~
~ GEDTEC-CAL L+~41HEERiHp a enaTIZryiRL9 rpgTirvp i..iEdi e "i"~s~ j ~ J+~ 3 1 2~r
I 103
A i
3{][32Q East }Inox Avenua Suita 200, Spakana, WA 992i7S-4748
509 897-19D11 Fax 509S91-2072
I
- ' Project Daily Repva-t
Mr Ken Tupper
KJT Investments, LLC
, 122 N. Raymnrid
- ' Spoka.ne, WA 99206
- Project Name• Aleff Addition, and Bvwdish
, Date: 7anuary 21, 2003
Client Na . TLJPKEN
- Praject Na.. 502200A
~ Dai1y Na.: 16[] 1
} Permit No.: Un.kzYown
, " A.ddress: 8`h and $owdish
. ~ Inspection. Campactian
~
PersaruneL: Scatt Wise
Narrative Strata Gvas an site t❑ observe eaxthwark operatians. Ellex was in the pracess a£
"rough grading„ the narth-south and east-west to cul-de-sac roadways. Prior to
placing any fll material, the cantractQr removed all nversaturated material
thr❑ughaut the abave mentioned aY'ea taday. T'he cdntractor placed bedding
material a.raund alI "stub vuts" zn the Faadway prior to ptacing a6" loose lift
of fi11 material. Due to weather conditians being wet, the contractor chose io
rnaintain tlae thin lift arzd then pracess material far compaetion by makira~ four
- passes with a 14 tane vibratory snnoQth dri.m roller (self propelled) to rnaintain a
, firrn and un-ylelding base.
Eller indicated that backfill plaeernent wi11 cantinue tomorrow mamang, weather
pending
SincerelyY
STRATA,INC.
VYL
, Rick Wvodworth
Area Manager
L]istribution Wyatt Engineering
Eller Corporation
IpAHO INf15HIhfGTpN OREGQN 1NYQM[NG MDIVTANA iJTAH NEVAfJA
01l23/2053 15:02 5898912012 STRA7R INC PAQE 03
F i
~~RATA PROJECr aAiLv ~~PORr ~ of
#'reli¢nir~ary /
_ Praject• Client No' ~aR~~l
, Project Address- A~~ Project Na:,caze)(
s Dafe:J-2.)- 07 Perrnii No.
' Godes PmjeCt 7'i rne- Mal] Time Miles Per [}iesn Ls~~ia~g
From TO Hours rrQm To _ l~aurs ' B t Ef ~ $ ~
f20 - ~ ~ I I I
- ; EQ U}FMENT Nuke. Mpbi~ La~1: • . . ~ 70PC~ue INrenc,~r Rebar ~ac: J
~
i
_
O er j eSCrii3eJo Weaiher
4prvn+ed Plans ors Sife: Yes No C3ate: Architect-
Type of TesVIRs p:.L,&r5J
- ❑OC1enGl$5: f1Ffl~~~'~
_ Ac#!on(s) Yaken.~~-
' Result5 Repor#ed tv: Qf e14~lz
, -
of
Narra#ive, <229-4J4i
- ~ t~t~„~~- • I
lr~ 'N'
ol~
, ~ P Y ~ Jr I~ f■~ ~ ~ ~o r `
~ ~7 A
4~np~
~r.~
- - ,
- _ . _ f
~ ~flrQ -
l
~ Y I : amplc Type Set No. Mix No. f fT Slurrap I IMix Temp, °F
_ Ticket No. % Air ~ I Totai Yd' .
i rurik NQ. ! I Temp, gF I i - TfuCk Yds f
Sample(8) ObCairled:
: ]2escrEntinn
Strata RepreSenta#ive:_S~ €nJj-,Ve
~ 2 _ Receivecs By: -
~
5 0- C- ~ L
J GEqTEC-iCAL Eii61fJEQRiNp x - fE.iwLy YESiJ,ryq
P
19020 Easi Knrne Avanue Suita 200 Spokane WA 992E6-4748
509 891-19 J4 1 Fex 509 891-2012
PF"oJeCt Da1~~ ~epor$
Mr. Ken Tupper
_ ICJT Investrnents, LLC
122 N. Raymond
S pokane, tiVA, 99206
Project Narxae: Aleffi Additipn, 8h and Bawdish
, I3ate: .Tanuary 20, 2003
Client No.: TUPKEN
Project No.: S02200A
~ Daily Na 1594
• Perrnit No : C]nlr_nawn
Adriress: $t' and gowdish
~ Inspection: Compactiqn
~
Personnel: 5catt Wise
Narrative 5trata was an srte to abserve earthwork for roadways. The contractox indicated
that today they are finishing up mabilszation azad removing any flver saturated
_ areas so they can begin importing maierial for roadway construction tornarrow,
.Tanuary 21, 2003
Sincerely,
STRATA, ING
RiGk Waadworth
Area Manager
Distribution WyaCC Engineering
Eller Corparation
~
IDAHD WA3HINGTi]N DREGOAE VIrY{]M1NG MQNTAiVA U7AH NEVADA
01/22I2003 15:02 5098912012 STRATA INC PAGE 02
~TRATA PRoJEcT DAiLv REPaRr N? 015 9 i
Preiisralnary j of )
Project-~~ CIieM No: uPk.I
Project Address- g&' 4s liou~ror."s,q ~ Projc?ct No: 4nb*?R
Date: l~?o~v.3 • Rermi# No:
~ Gades Project 7-ime. AAob Time Miles Per Ddem Lodging
; From To Hours ~ From To Hours ~ 8 L D~ $
~ o~ I~~ o II f I II oo II I I I~ f
~ ~ I~ ~ I 11 II I i I
EQUfPNtENT Nuke: nriobile lab: Torque Wrench. Rebar Loc
I Other (describe). Weather:
O6WvA77tw T 36~
1 Ca4 . J . . .
- - - L-- - ~ . . . . _
Approved Pfans on Site: Yes No Daie: Architect:
Type of Test/tnsp: C.OnsT. ,~~,,.~.a~,:~a l~rzc~yATio~✓
Deficiencees.-Aaa-
Action(s) 7aken:-,666-
Resuits Reparted to: of ,
of
Narratsve. S1'IZOT-4 k/RS 610.sift 71b o l~cwiuc 9.o44-daxk /12X &~w-t.
?ndlc*-fFd V
_~1 jRd S ~i fd,v> ,fl~;qi~'L -~o~. /t7a~otr✓.t~~ u'+tlST'- -Id~sorro+~1 ~ /-Z t - 03 .
d i v
i;
~
. . - _ _ . - - ~ -
I I Sample Type I I Set No. ( i
_ _ . . - . ' .."'i'_.✓...~
y__.~._. . . , -
Mix No, I ....Slump ~ I(IAix TetYtp, °F { ~
Tlclcet No. - ~ °k Air TOtal Yd'
'truck No. Temp, °F Truck YdJ y I
Sample(s) Obiained:
Descn~,iq~ LecaticM Strata Representative: s-w156
2. Received By:
T FR Zb6 i a
~ GEOT~~{N1~w~NO+lEERN❑ WfAT~[ap3 TE~trya
1002a Eass Knax Avenue suite 200 Spoxarie, wa 99206-4748
509 89 S-19q41 Fasc 509 957 -249 ~
ProjeCt DaI~y Repdld"$
NIr. Ken Tupper
KJ"i Investments, LLG
122 N. Raymond
' Spokane, GVA 99206
Project Name: Aleffi Addition, $`h and Bowdish
, Date• ]anuary 17, 2003
Client Na. TUPKEN
- Praject Nv.: 502200A
~ Daily No.: i 439
e Perrnit No.: Unknown
AddI'e55: 8Ih 1rid BOWC}.iSkl
,
° II15peCt1oIl: CDillpaCtlC]I7
n Te= Personnei. Scatt wise
Narrative Strata was carz site to observe earthwork operatzons and perform in-place denstty
~ tests on the southeast - southvvest central entrance tQ the site aff of 7"` at water azrd
sewer service backups.
Usin; a Traxlex 3430 nuclear densometer, Stxata performed four in-place density
tests An average Qf 95% ~f a 141.0 j]Cf ZI1odlf1ed pIQCtDI' V&lL1E Wa5 aGhIEVed lIl
- the ahove mentioned area. The surVeyars from Wyatt Engineering are vut staking
' for grade, and Eller indicated they would start road wflrk (backfilling) early next
Monday oz- Tuesday.
5incerely,
STR4TA, ~C.
,
z~
Rick Wvadwoala
, Area Manager
Distributian: GVyatt Engineenrag
- EIIer Corporafiian
IaAFEfl WASHINGTC]N aREGOf+f WYOMIAEG MON7ANA UTAH NEVROA
FIELD DEiVSlTY TEST R'EPORT
i ~ Repart No 1439
'
1Nrojecc Alefr Addifion, $th and Sowdish IPmfect Nn TtlPKEN 502700A .I,
!
Ip- 0 Il17103 ' ~weather C1Nercarst, 40°17 kest N1echQd INuclear
~iun
~I'er,onne! Sc4tf WaSe
~ I
Gcneral Cun[ractor Eller ISuperirrtcndent Charxfe ~
k
Earthw6rk Cvnuactflr Elier lForeman. Charlie 1-rest Proctar Probe Test fvtaisture TGSS Dry 17cnsi[y Rereen[
Num6er Ttst L.oeatton Elevatfpn' Number Bepth Content % pcf Compaction Remarks
I 5authcves[ cornea cr watcr serv ceit subgrade 5L 14721 8" 7] 1342 gjgro
--'`i 2 5auih central ,c~'t srwerssrv ent su6grade 5Lq0721 8" 7 4 135 9 3$ar'6
il
3 Southeast 30 narFls of?th $L (wa€er) su6grade S[.10721 8" 8 4 E345 95%
ij 4 Svuthcast comer ,t entrance se%ver ~ suhgrade 5L I0721 134 8 95%
- -'I :
~41I •
,I
I~
I ~
fl
II
f~ -
I ~ I I ! I
Practor Maximum Dry Qptimum tMoisture % CvmpaetFan Method
~Numher Sosl I?escnption Denszty Cantent Reqpired StandardfModified
5Zlp72l Brawn 5ilry Sand wsth ~'iravet f 141 0 I 65 f AASHTOT-1$0
JISL10724 Light Brown 5i1[y Grave# Sase Couase I 1405 i 75 I AA51-7T'Q T-I80 ~
''FG = Fenrsh C'irarle B~'i = Belotiv Grade S('r = Subgr,ade Bt]F = Bo[tom of Foarixg
!S- E~~ r r'-T- a T ~
~ ~~c..~ eNOir~esaEao ...ereni.us resr~r.d
1002e East 1Clox Arenue, SuitB 200, Spokane, WA 9$206-4748
509 631-1904 f Fau 509 881-2012
91r22/2003 10:50 5098912012 5TRArA INC ~AC::E 04
STRATA PROJECT DAILY REPORS Na ~ ~3 •
~'~'elireie¢~at°y • j af 1
~'ro~ec.; ~ G€]ent No.__17~.+7
Praject Address. Profect Na° :Sssgicl,,?A
Date• i- 17 -0-3 Perrnit P+lo•
Crsdes ~ Pmf ect Tirne i Mob 7'Ime 149ii~s ~ Fer i3eem ~Lodging
From To Haurs ~ Frortt To Hours 8 L ~ $
- l tl z ~ I i ~ ~ ~E ~ ! - ; ~
~ EWilIpMENT Nuke: Mv6ile Lab: Tarr~ue IN; enc h:.. Rebar Loc ~
- - Other (describe).~ }ry~~ttrer ~ - .
~ t~
Appraved p8ans on Site. Yes No Date. Ara`sitect-
Type af TestAnsp. tar's
Daficiencies•
Action{s} Taken: ~j4ve_ ~
, Results €tepQrted to: Of
af .
Narrat":ve. -S-ro.a rA-... 4-' as r! P-a so*,.
~y 3 v
' ~P dt ~ p ! as GF ~s~„ C ~ ~ L t~s~? .iLr_ ~ ^ ~ sal~. ~ ~ ~,t~
-7
,
- ~ ~ - 0 I pr~3~ d~ ~-~5 • ~+v
WA- S n c4_ew-&1 s' o¢
~ 5,~' 4s++.a -4O r a~ ~ ~-•vl ~ A 1~ i •d.r~~a -f 3~ ~ k~ ,~.~a-wT 62
r
s~4n! fM~-.rls..~.r7 ~6e~t• ,
I j SaFF1ple TYpe seL "T'M..r ~ . ^
Siurnp Mix 3ernp, °F
~ Tick~t No %Air ! I Tctaf Yd'
' J Truck Na. ; Temp, °F I ~
T'rtjck Ye!°
; sampie(s)
ab~a~nea.
~ DescrjpliM LocatM
1 S#rata Rep; esenrative• '5rf+.+re5,.;s
~ 2. Recetlvecf By'
01122/2603 10;50 509e512012 STRATA INC PAGE 85
_ FIELD DENSrr1r' TE57 #~~~~RT
Rqort N0.
.
~ 1]rec: pap nf1R'eelc• ~ ~ 1Vcathcr: ~T°~'~ ~ Yrct3liSZt~ud: ~ +
E LS]CIIr191R Of Fill:
Gr.nc:34 CVMiraclcr. Svpena[mnd¢n[:
Earsh-war& Contx=tar: '~Vf $uz- ~ Fareman: e-11akll•LIa' }
a
'Srs~ I Prneirsr I vmtse Tesl.lYYoat 'Cw ITry ~'Er~Lr~L
~ Nuraber Tswt Lacatim F.lcv 3Yumtx:r 1?epth Contru{': II]eissiCy pd Ccrrttpacdon Reanark-~
F
~ I 1 15 't -(0 'd &rw srv . ~ '1141.0 1 1 " _ ?,.m 1 13~. z. i 9 ~ I i !
~ ~ ~a _ I 1.,i.0 1 Z f ~ ~T. 9 i -~-3
~ I i J) I
I5'130 '/V. CJ1'7~ 5r"~~ 4
I F[I,1, i7 [ I i ~;P• ~ ~ ~~~+~f I ~
' rJ J - -
I ~ ~5~. ~ ~ ~ 13~s.g ~ 9~•~
tl [ I ~ I ! ~ i ~
i ~ I i I 1 f
,
~ ~ . I I V I
Pratar 5afl Dtsssiptinn Maainnum (3ptimum % Compastisrn Mesbad
?vymlxs Dzy Ilaresitg- t4lciszure Cnrdari Rtquited Slaftdarrl/Metli!'rttl
;
_ SLrasa Reprtu»~Sivc: .r7••-•I 3~gaawre: Page ~ nf
. , ~ SmA7A4 L-iC.
1620 N. lifiamer €toad #C10t
rnm 5pokane. WA 992 If
(504) 891-] 904 Fac (549)89l -3f}i
~
-c h, a ~
~ ❑EOiECMnl4nL eTOd-N£ERIrv[} 3 MA feAIwL9 rESZlryG
10026 EasS f[nox Avenue Suite 200 Spakane WA 99306-4748
509 &9Y-5904 i Fax 5[}9 891-2012
Pro]ec$ Daily RepcDJCt
NLr Ken Tupper
KrT Investments, LLC
; 122 N. Raymand
Spakane, WA 99206
Project Name: Aleffi Additivn, 8"' and Bowdish
Date- January 16, 2043
Client No - TUPKEN
Proj ect No. • S02200A
' Daaly No_: 1376
- Pertnit Na.: Unknown
Address $`h and Bowdish
N Inspectian- Carzapaction
" Personnel. Scott Wise
' Narrative: Strata was on site to pexform zn-place density tests on the west side of the
centerline of the site, in and around where stub outs for underground utilitaes have
been hackfilled A t.rackhoe attachment ("wonder wheei") was used for means of
compactiorz by rnaking approximately ten to twelve passes ans3 moistuz`e conditions
with a fire hose, and a final roll tivith the 14 ton self propelled vibratary roller,
_ Using a 3430 Troxler nuclear densometer, Strata perfvrmed sxx in-place density
tests. Ari average of 95°/a of a 141.0 pcf rnadified proctar value was achieved in
- the areas tested
" 5incerely,
STRATA; INC.
- Rick vvoQaworrn
Managez
Dastributran Wyatfi Engzneering
- Eiler Carporation
`Y._• '
1 I
I
I[]AHQ WASHiIVG7flN oREGON 4'VYDMING MdNTANA UfAH NEVADR
FIELD oENsITY rEST REPORT
Repvn 140 1376
_ fiPrajeut Aieff Addition, S#h and Bowdish Prvaest No 'ruPxEN 502240A
I 4111 fifa3 lWeather Dvercast, 42°F iTest Methad 1Yuclear
[lUfl
' i'Persannef SCatt WiSe f
~iCieneral CaRtractor E1Per f Superintendent ChsClle 1
IEarthwvrlc Contracior Eller iForeman Charlie
"re5t Fractor Prabe Test ivIoisture "i'est Dry C7ens3[y Percent
i yum6er 7est Loca[ion E3evation• Number Depth Cantent % pcf Compaction Rgmar};s
, West side (nprth end 75' south ut
- I Fencelme) subgrade SLi0721 74 1339 4a%p
West side (nonh end 125'souph of
i ~ fCncline) subgrade 5Ll0721 8" 78 1342 95%
i
i
i1 3 1Vest side {center at the water serv ice} subgrade SL 10721 S" 98 1336 9j"/o
fr
4 West side (lOQ' sauth vf cen[erline} svbgrade SL 10721 8" 69 135 1 46 %
West side {snuthwesc eorner I50' svuth I
I! 5 _ oFcenserltne} suhgrade SL I0721 56 E38 Q 97°!n
G West szde Qcenter eritrance) subgrade SI. 1072 i 8" $ 2 1332 44°10
i~
II I
~I
_ I{
IY ~ _
I
I I
II Practar Maximum Dry Opnmum coFS4ure °lo Compactian Methvd
Numher 5oi] f]escr3ption Density Content Required StandaadlModifsed
5LI0721 I 8rown Silty 5and wi th Gravel I 1410 I 65 I I AA$HTO T'-1$(]
I~ 5L10724 1 Light Brown SiIty Gravel Sase Course ~ 1405 ` 75 I ! r1ASHTQ T-180
" FC'i = Frnrsh Grerde BG = Belotiv Grade 5C'i = Sc+6grcrde Bf7F =&artam of Faatrng
~ OE4iEC-CnL EN[3.xEEn-~ s r.aqTqqIFw iE~Tex(3
1[]020 East Knax Avenue, Suoe 200, Spokane, WA 9920fi4748
509 891-9904 f Fax509 891-2012
e1r22?2003 10:50 509e912e12 srRArA INC pAGE 02
- STRATA PROJ~~~ DAlLY REPORT !A7 0137f
44- , Prelamanas`y
Gliert# NO_ ! k-,Pk44
Prraject Address: hr eain.iw PrQlect Nv: S c ra~1 A-
Date' Perrnst NO.
Cocfes Propact Time . Mob'risre P~s ~3iem Lae~s9r~g
~
Frarn To ~faurs_rorrr _ To Hvurs. ~ -~---L p ~ g ~
' EQtJ1PMENT Nuke: ~ Mobile Lab.- Tvrque Wrench; Rebar Loc- ~
L3ther [des:-dbey 11Ueather;
,4pproved Plans on Siie: Yes No Date: Archi#ect:
Type vf TeSfllnsp:16274.r
Deftoienoies~ A;(vwe_-
Actia3i(i) 7'aken•'AhAr_- .
Result~`Reparted to• - 1,4~4q'lwts ~W_
t~~ ~
~arraiive: r.1 44^4 Sk_c:/- f.~ r~.~r~ ~s'~,~. -~a-~ ~ w,
~
l~,,~~J1/(,hV WN, S/~ ,~1..,,,~et~ ~m.l~_,~~t~.~, . La~+Y~~.~ s~aa•n ~'~ai '~rr.i^~i~Cp_
, . ~i~r9 ~ ~ ~ ~i'.~BC~ ~~e,~ x~✓•<~ ~e~r.1 f~1,4e....~ ..e~s~ -firG 'J~ s~~ dw.r~ G& 7f7.eaJ_ y/tm,rf ~ a,J ~ ~r:-~
' ~~a !l 3'~i 30 1hw
l J r ~
44 .4w• kN,~,,a 4~;.~r
- ~ -
~ Mix Nv. f . ._Sari~p~~'Ty~~ _~..._-~~ump.!`--------S+et Nt7.~14+x ~'ot'n{~, °F ~ -
Tckef No # %Air I ~ Tota! Yd' E
~ Truck No. } f Tem . .
- p, "F TruCk Yd'..~_,
~
. „ . .
Sarnple(s) Obtained:
QvaLion
1. Strata Represencative- ~ - ~
2 ReceivQd 8y•
01/22121303 10:54 5059912012 STRAYA IMG PpGE 03
- FIELQ ❑ENS ~ i~ TEST RLPORT itepvrt Nu. /•~7 ~
Projcre: Na.:
vy
naiz: 1_ 14 _03 1 17ay r~WINk: 7'~SS,rj- ~ weasher_~~~ 7css hteilh ea:
i ~ S.ocation oP Fill:
~ Gaaera1 Careltnctar: g,11f f $uptrialanrleEli: C-M~a ifr
E:srih,vark Conri-atwv: t-um ! [~arsman• ,C'wor
Te3! f'rador Protx T~t MpiSt 7C`C5T Dry ,PsrcCinL
Htrmiser `IkBi'l.urution Efcr hlum6cr i Nplh Contem % Densiay pcY Cumpae3ian Rea3srks
,'I.c Je--- ~ ~-ig I ~l.[~ f~ n _
~ ~ ~ ~ 1 I 7. ~
~Cdt ~ ~ ~ l33.~ i4• 7s, I
4 I,~-S' f dog ~ f~+ ~ °~a 3S. ~ ~ ~
_ I .5 Iw.s,swc sL-4ac 8
, a W. S ifx I~,4'M ' fvtTn-& ~ G6 I~~-~ ~ t4 ~ ~~a ~ ~ ~ ~ ~ ~l• ~J ~ I ~
I I
I 1 ~ I I ~ ~ i
fl I ~ I I I ~ ~
~I I f i ~ I 1 I f
~~i I ~ I ! I I i
- ~ ~ I l I ~ i I
~ I I I ~ I i ~
~ I P: oc4nr Spi! IBrseri tian Maxim~
p 17ptarnam % CpMpUsFlon SH¢fAud
-Nuaahez tilryClers•.sty tbSnn[mm Canlft Reqlifred 5tsadardfl►°iodifird
, .
Stzata rUP~~ntag.r: signature: rne ~ or ~ E
S'TR.aA, NC
~ ~ ~ 162~1 l+~amer Raad, #C 101
s~~8 Spoltane, WA 992.1 ,
~ (549)$91-1904 Fax (549) 897-20P'
~
'a r"~^ c e a 2~
J 6EdTECfrvi~wi EnOw~qRrv[5 ~ Mni~qag aggFlrvm
7
10020 Eaa1 }Inax Avenue Su+ta ZpO Spakane WA 99206-1748
509 891-1904 1 Fasc 599 891-2012
Pr~jeC$ Daldy ~epoI`$
Mr. Iten Tupper
322 N. University
Spokarze, WA 99206
Project ItiFame Aleff A-dd'ation, S=h and Bowdish
Date: Tanua.rry 15, 2003
Client No.: °I'CIPKEN
Project No.: S02200A
Daily No.: 01432
• Permit Na.: Unknown
Address: 8"' and Bowdish
-
4. Lnspection• Compactian
~
Personnnet: Scott Wise
Page 1 af 2
' Narrative: Strata was on site ta perf'orrn in place density tests and vbserve ea,rthwork
' crperatzvns. Eller was in the process of ptacing and compactzn~ materia] in and
arouncl the water sea°vice stub outs in and around t.kae south central portion of the
site near rhe sautheast manhate. A trackhoe atkachrnent ("wonder wheel") was
used far means of compaction effoz-t by making ten to tvvelve passes atad maisture
cflnditian hy means vf a fire kzose.
Using a Troxler 3430 nucleaz- densorneter, Strata perfarmed fo+.r in place density
tests th.roughout the above merstioned area An average af 95% of a 141.0 pcf
rnodafied prQCtor value was achieved in the abave mentianed locations.
Sincerely,
STRATA, NC.
Rick Woodworth
' Area Mazaager
Distributian: Wyatt Engineerzng
Eller CorpQration
'j
iC?AHp WRSFi1NGTQN C1REGON WYDMING • MONTAAi,A - IJTAN •NEVADA
FIELa DENSfTY TEST REPORT
~epon No 1432
I Pn)lVct Aiefri ,4ddition, 8th and $vwdish lProject No T11PftE,y 562200A I
41l15I43 ~Weathir- O►+ereaSt, 420F+' iTest vlerhod lwuciear ~
Persunnel SCOdt WiS@ ~
IiC'aenerai Conuactnr E[ler ISupenn[endent Ch3rlie
IEarshwari; Cantrac:or Eller IForernan Charlie
~ Test €'rocivr PrQbc 'Test tvtoisture Tesi Dry Density Pereen[
Number Test i.ocairan Elevauon`" Nurnber Depth Cunlent % pcf Cempacuon Remarks
!J S Soutb easF tenier-water serv ice stu6 uut su6grade 5L 10721 8" $4 133 8 95%
II
I 2 $outh ccnval -water serv ice stub out. subgrade 5L1072 l 8" 7 9 1342 95°!v
~ SvuLh central - wa«r servzee sau6 ouc,
I~ 3 , 757manhole su6grade SL I Q72 i $.6 1346 35°le
'I 4 Center0 150's[suthwest csf Eire hydrant ~ subgrade S1.I0721 9 2 135 1 qs%
i I
I! -
il
II prvcFOr Maximum Dry Opumum iMptsiurE °/Q Compactson Method
LNumher 5ail Descnpnvn Densin+ Contgnt Required 5tandard[Madafied
5LF0721 g 8rown Silty 5and with Gravel 141 D ! 6 5 ~ AASFdTQT-1$0
,II S[.10724 Light Brcawn 5ilry Gravel 8ase Course 140.5 ~ 7 S I I AtlSfi7Q T-1$0
~ FG ~ Frnrsh Grede BG = Belntiv Grade 5G = Subgrade BOF = Boilbm a,tFoarrng
9 Zh~
. ~ niEAwe~ iQg'ir9
y' 1M24 EasE Krtnx Avenus, Suits ?OQ SpoEcane, WA 99206-4748
sos asi -asua 1 Faxs09 asi-zasa
,j '
01r1~1~~~3 08:30 5098912012 STRATA IMC PAGE 02
- STRA7A PROJEcT tiAILv RF-PORT N9 4 Oi 432
Pre9arr~'sr~ary ~
Fa~Qj~Ct:~ Client iVt] ~P~i~yr
- ~ Prr.-1ect Address.~~ ~-'47i'roject No: so 20,974
Dg#e: Perrnr# No'
'6-' . '
~ .1.. - _ . _
Codes Pr~a"ect Time - j Mr►b Tme Affiles I Per Dierre Lodging
From Te Wours IF;orrs ro Hours B L fl ~
5L ;"o
4
~ v
~ EQUIF'R~ENT ~~Yuke,,/ W f+Aobile ~t~• ~ 7orque Wrenc~€ Rebar Loc
, _ . . ...c.---
1 L?€her (descr]be): 'Neather ~ - ~
_ ~ ~ .
- Approvsd i'lans dn Site: Yes No [3ate: A~~hitect• .
' TyPe of 7estll nsp: r-i1f's
geficiencies.
Resuh Repar#etf ta _JLtf_-C .
of
Naf f21tii1e: 4"i ~Zl~S14 ae~F.S o„ -.s va~° ~~~sr. ~it -~~'`•~r~~Erx,~ -~F~S JI~i'I]~ I7.h~'ir~ v~►xx~►~FG
66~10 s+/RS
J
- ~s4~b7i1lt~ ~eo~ 40 ~aRit?~oG~-
.
w,~ nd~ " ~ w+~ •~~-s ~ Io - r~ ❑~a s.~s
~ e
f~,~7q q .i~t.3n r,~ _
I 7
~fr~ • (W+? 6Ydti84 ,v ~yf 93i
,~■b G r,~ i~ ~~r ~ve r~-~re~rsJ f,~r .
pe I ~ 5et Na.
~ f 8ampie TV
7 mix Nr3. , 3 SEurnp lU1ix Temp, °F l
~ Ticket Nv. % A'sr - ~ Total Yda ~
Truck No. ~ I Temp, °F I 7ruck Yd'
r_- y
' . _ Sample(s) Obtained:
~ r}e5C [1 gliga L f7 C.at f C1,0
1 . 5trata Representative• S-r~r S7
2 Received By:
61116l2003 ofa:30 5098512012 STRAiA INC PAGE 03
. i FIE:.p DENStTY TEST REPORT
~ Rs.~ycrt Nn.~~32_
Soz*4_3 A 9
~ Llate: ~ ~r~ •Q3 i DaY ot ti'cck: ~ '4'~°sacher: a.(
I ~`~liavpPFikt:
i I
~ (`rvn~e:a1 Csntractur: ~f~ I 5uparinrcn~eue: ~~l~~.
- ~ Eartbwurk Cqntrsctm:
~ 1 1
Trst Prr3~t4P ftai3e ~ Tc8!'.'u34i5! 'IC-t Urs^ QCrccnt
~ Nur+Be3r Tast I.acntusn Elew Numhar T3epsh ~ Caasej+a % D~en4ity pcP cgrspacr.ian Rsmael"
► .5 3.
s 1
17.9 qS• t I, ~
~ ~ - ~ ~ ~~.6 ~ ~~~d•~ ~ ~
O✓~ It
~ ~ ~ ~ p ! !
f ~
~ ~ ~ 1 1
w p ~ I ~ l i
,
PiaCtar . :4~ E7c3csi~tfOR SVI871i1ri~iiie ~pil=n~m 5'c Cum9acL+Rm i~i9tSFtad
A1umber I)ry [ftnssty Mo~tlure Cvntcnt RcrWired St2;At3aC&MQdif'ud
i
I
j ~ Slrata Regrrs~tatrv~:,~ ~ PliqJ ef 2-
I
~ STRAXAy INc
~ 1620 N. Marster FLoat#, #G 1(
a T ~i Spokane, WA 992
~ (509) 891-t904 Fax (5Q9) Sg!-'2D
, S T r-~ c-h e' a,
~ GEqY~CKN]CAL RHp-eawlrvti 3 MnfFA,nt9 Y~•Jfn~
90020 Easl Mnox RverwB Suile 200 S,pakane, Wq 49206-4749
509 E91-19Q4 0 Fax 509 991-2012
Prclject Dally REport
NIr. Ken "f upper
322 N University
Spokane, WA 99206
Project'Name. Aleffi Addition, 8`h and ~owdish
Date: .Ianuairy 14, 2003
Client ND.; TUPK.EN
~ Prajeet No. 5022[}0A
, Daily No.. 01545
? Permit Na.; UnLcnown
' - A,ddress: 81h and Bawdish
Inspection: CampacCion
'Persannel: Scott wise
~ Page 1 of 2
Narrative: 5trata was on site to perform in place density tests and observe earthwark
aperataons E11er was in the process of preparing to pressure tests line aPong Fhe
northeast - centear portzan of the site.
Uszng a 3430 Tr4xter nuclear densoxneter, Strata perfoz-med six in place density
tests along the raorth end at the fence line - along sewer line at r.he far nartheast-
~ center sauth ta center of the site. An average of 95% of a 141 0 pcf rnodified
procttar va1ue was achieaed
Si.ncerely,
5TRA'TA, ]NC.
' 1
, Rick Waodworth
Area Maraager
_ Distributiorr: LVyatt Engineering
Eller Corporation
IQRHC} WASHINCsTON • OREGOfV WYONi1NG MQNTAiVA U'i'Ah! - NEVA[7A
FIELD DENSlTY TEST REPC7RT
ReppTY IAf4. 1545
~ . ,
I F'ru~ccl Afeff Addition, $fh and $pwdish ~Yraject Nv. TLIPKEN 502204A
nqrr• 01114103 lweasheF RainlFog, 451F iTest Methad iVuciear
ian.
IPer~c~nnel SCUtt WiSe -
IlGenrral Corstractor Eller iSuperin[cndent Chvrlie
~
IEarthvvvrk Cva[rasror EI1eC IFareman Ch,arIie ~
i -
I Tcst Proctor Yrobe 'Fest LMoisture 7est Clry pensily Percent
LNtimber Tesc Location Elevauvn• Num6cr i]epch Cantent °/a pcf Cffmpactian Itemarks
I Nvnh cenuai at fence Rne-sesver su6grade SLI p721 72 1343 95°Ia
~I ? Northrast centerat fence lI ne-sewer subgrade SLi0721 3" S 4 133 9 95%
North-5ouih line at cvnnecuonlfence Iine
3 ` sewer suhgrade 5L 14721 8" 76 1345 l5aa
I~ North-sOuth 6ine at Mt 5 1 de sautheast-
4 sewer suhgrade 5L i Q72i 8" 8 4 1340 45%
t*(arth-south ILne at east ssde center-
If 3 ~ sewer su6grade SL10721 S" 8 1 135 3 96%
I 6 North-5vuth lirte at northeast 53dc-sewer supgrade SL 1 Q721 8" 8 3 1372 97°/0
~
I~
fl
If _
la Proccor Maxfmum Qry Optimum tvtoisture % Compactiaa Methad
~ Numher 50l1 Descnption Density Cantent Requzred 5tandard!"i Iadifed
5L1072I I Bro3vn 5flry Sand with Gravei 141 0 ] 6 3 I AASHT[] T-186
~ISL 107241 Lzght Srown 5i4 {iravel $ase Course 1405 I 7 5 I ~ AA5H7'O T-i Sff
~ FG = Frrrrsh Grade BG - Belaw C"irede 5G = 5ubgrade HOF = Botaam ojF'oaring
- S T r"q 3M4ieA ..L= s"2 h
~ asnrace...ic.~ e,.eiween,Hn . .ea.i..n
5=0 East Knax Arenve, Suita 2[]0, Spokane, WA 99295-4749
509 851-1904 1 Fax509 891-2012
01/15/2503 21:32 5098912012 STP•A:A INC PAGE 02
~;z~t`~ M~~,54~
' ~.-RATA PROJECT O~►1LY RES't3~dT .,~P
a~efirrt~nary / of ~
Project.~0 41r!)rili Client ~lo:,l~~; ,
Prnject Address:,af S,Bna2a:s~4 e.I~..~., ProjeCt No:_evzo6?A
GaYe: Permit Pla:
~ .l+ais~r , ._..1.'Y'.......;.. Codes Preject Tme 9Ulmb Tirne Mi9es Per [36em I Lodging
From Tv Hours From To Hours B L D $
I S~n I,a~, I~.c~_
I I 1 'i I ~ II i
f i~ ~ ~ ~_~.....u•.. ~ ~wh_
i EQUIPMENT Nuke ✓ Mobile Lab; 7orque V'Jrench Rebar Zoc:
..~...n..a... , . .
Other (describe}; ~ ► Weather ~
Approved Plans on Site: Y2s AJo Date: Architect:
Type of Test/tns~: Ff~Ts
Defcrencies; t~ "m14-
Action(s) 7ak,-n:
Results Reportsd to, 041wc_ of _9,~.;~,./1.
of
.
Narrative: s1kAnA 1.4( '0~0',,,C4, -~j ~.r.n :;0VfA~ 0 ~
~itle~c~~'►~• ~1/f..~;✓;~i~r! e~ ~ ~rm;tr~t ~'G~ /iAe~ '
t/~
t~(~Jlcr.c A ?a
31 ~4-1- ! ~ -,!t'~ e 41-.k.. trr.aa ~it~i_ 44h4 yb,~ rQ -fte Pmn lVeL- -
S8
O ~
. I Sampde Type Set No. ~ I
Mix No. .f 51ump - - ~ Mix 7em~, °F
TiCket No. ~ - ~ % Air TOt2Il Vti' ;
Truck No. Temp, °F ~ 1-•--. Yruck Yd'
.
, Samp(e(s) Cbtamed;
• ri~tian Locafian
1. Strata Representative:
2, Received By, ~
0117512063 13:32 5e98912012 STRATA INC PAGE 03
~;~,iELC~ DENSfTY 7ESY REP~3R~T
~ RCgon rao. f J 4-y
Projnct: Fprqsct Nv.; Sp
Q
~ 6ntc: ~ ~ ~ ~ D~y 61 W eek e ~~~r ~ V~'«T'her. ~ f ~ `~'+xt A~ICI~s)d: ~~~i f~~iSC.rY"¢~~ ~
!
Y.xataan af Fiik ~
I
~ ~tacr0.l C~nt1'a~tor: StaperintcridcicF: ~
I tEurt]swnrk Cvvu=ufr: dlFareman: 60*vX,4rC, r~
~ Ttyt i Fr"enr ~ Prvbr T'aht Nfoist Te4s Dry ~ ft.CUM ~
E Num6cr Test Ldtstaan Elev ~ [iumbr.s Depzti Contrmr 9a nrns,s~ pd ~ COmpactinn Retnarks
f
~ ~ I~~~~,~►~~ w s~ ~ ajw v ~ gR I 74 Z
7,
~
_ ~ ~ ~ ~ • ~ - ~ I I~ ~ ~ 1~~ ~ ~ ~ ~s . !
~.64 J=52,
j 5 s { WOLwa Ql~l W~1 ~ I
13~ 4 ~17.3
~ ~ d ~ I I f I I
~
i I I I 6 . I ~
eroctnr So1 Descriplioe yisNIrriutrL Optirau€n ~ Compattiua Mcthod
lYusiUer 87Yy Ueuity Moislure Ca[aizt fdequEred SSar+durdlModil"ied
•S'
~ _ i
I $trNW ~pCi&~1i741'~~ ~4I ! ~ S~g;lalnPCt~ ~ 2,
r `r -
- ~ STM7"A, INC
R a T a 1620 N, Marnerr Road, OC i C
Spokane, WA 4921
(5093 991-1904 F-ax {5[13y 891-201
LJSKH
0/ v'L E1rc3//vE7,ERS ~ tAnw~p suF?vffYoR,- Inspector's Dai1y Report
1cE~D M XGWRRG &7"FiEEY YOY 77-4AlN 0;7C+A0
WA ggapg' LJEIMI.STON, H3 9.9.607
PN {50&} 9.2~6i~e P7f (20H) 7{e-2667
' FA]C (SIxT) 526-0425 FA3l C~"~OHJ 748-SBP5
Prn ject: Date:
Location• Tnspector:
a
!ob Nv.. ~es ~ Wetither:
I Confraczvr: Visitors:
' ContractQr Workforce Present:
, Contractor Equipment Present.
.
•p Ya
' Summary flf Daily Activities:
~ ~ ~~~-`i-~ l~ u ~ 1~,~-~~ ~
1 LV a. il
,
A-11
~ ~ v ~ ~ ~ ~ ~
b.~~~ e. cw- er/ ~ ~ ~ . ,
, ~'r • 'y'r L_ y ~ tl-+ r
4~,L ~ 1 } 715
- ~ !
.
R.
i _
_ PhotosNideo Taken ❑ Page of
~
S i r~ a T a
' OEOTEGHNICAI ENOINEERINa y MAiERIALFJ TE9TING
10020 East Krmx Avenue, Suite 200, Spokane, WA 99206-4748
509 891-1904 / Fax 509 891-207 2
Project 1Daily Report
Mr. Ken Tupper
322 N. University
Spokane, WA 99206 ,
Project Name: Aleffi Addition, 8t1' and Bowdish
Date: January 13, 2003
Client N0.: TUPKEN
Project No.: 502200A
Daily No.: 01435
Permrt No.: Unknown
Address: 8`h and Bowdish
- Inspection: Compaction
Personnel: Scott Wise
Page 1 of 2
Narrative: Strata was on site to perform in place density test on the east side-central portion
of the site that was rolled.
Using a 3430 Troxler nuclear densometer, Strata performed si:c in place density
tests throughout the above mentioned areas. An average of 95% was achieved
th.roughout the above mentioned area using a 141.0 pcf modified proctor value.
1
'
I S incerely,
STRATA, INC.
. --7)
I Rick Woodworth
Area Manager
Distribution: Wyatt Engineering
I Eller Corporation
~
I
IDAHO WASHINGTON OREGON WYOMING MONTANA • UTAH NEVADA
FIELD DENSITY TEST REPORT Report No 1435
IlProjecr Aleffi Addition, 8th and Bowdish ~Project No TUPKEN S02200A I
01/13/03 Iweacher Rain/Fog, 42°F ITest Method Nuclear I
on ~
1
'ersonnel SCOtt Wlse ~
1
IlGeneral Contractor Eller ISupenntc;ndent Charlie
=anhwork Coatractor Eller IForeman Charlie
'l'est Proctor Probe Test ivloisture Test Dry Density Percent
iVumber Tes[ Locauon Elevauon' Number Depth Content % pcf Compacuon Remarks
I' below
I Center at center Ime water service subgrade SL 10721 8" 69 1370 97%
t' below
2 Center at center line, 100' nonh ofentry subgrade SL10721 8" 7 2 1340 95%
2' below
I' 3 South center service, water service. subgrade SLl0721 8" 6 7 134.6 95%
I
-t East side center service (watcr) subgrade SL 10721 8" 3.1 134 8 96%
I~ 5 Center-west side entrancehvater service subgrade SL 10721 8" 7=1 1339
95%
6 East side-center entrarice/water service subgrade SL! 0721 8" 7 3 135 0 96%
I
II
~
' .
~
' I I I I
Proctor Maximum Dry Optimum Moisture % Compaction ivfethod
Number Soil Descnptwn Density Content Requved Standazd/Ntodified
SL10721 I Brown Silry Sand with Gravel ~ 141.0 I 65 95 ~ AASHTO T-180 I
~ I I I I I 1
' FG = Finish Grade BG = Beloiv Grade SG = Subgrade BOF = Bortom of Footrng
~
~ OCOTlGMwiG~l EwO1NlERIreO A w~TERInIII TGST~wO
' 10020 East Knox Avenue, Swte 200, Spokane, WA 99206-4748
509 891-1904 1 Fax 509 897-2012
01/14!2003 15:46 5098912012 S7RATA INC PAGE 02
ST'RATA PROJECT DAILY i7EPtJRT Nl~ 014 ~5
6~recsminargr
Aroject:_q~ Cliertt No•jrA/
Project Atidrass: g~~ 8~~.~►~~ r''r Project Nc:.6vJ 63f}
~ Date: J f -0 3 Permit No:
_
Codes _~.---Prcj'~ctTiro~m PJlob Tirr~e NliBes Per ~@em Laxiging
Fsam To Hours Ftom 7o Haurs B L D $
~io II I 1 Il !
N~~ I~~ lz~~ l I I l io II i I l~ 1
~
EQUIPMENT Nuke: Y h/lobd'e Lab: Tcrque VVrench: Rebar Lvc:
p,,.-,,.
~ - _..:_..._.......~iVeattier:
~ Other(describe);
0
°Q'SP.~L~'7~+1
-
Anproved Plans an 5ita: Yes 9Vo pate: Architec4_
Type of TesUlnsp: fOr's Ia¢cJn,rwiv
Dzficienci2s. llfnrvt, ~
Acfion(s) Taken:"/C ~
Results'Reported to: og Vdm~- ,
of
iVare-ative: <rz4T? 404d 5r. c.~a -
e-V' -4m ~s w~.r ~ 1o1krJ.
~.,t?Sr.~+a -~PS ~t -~iet~~~'~r~'i9 ~zr.nrl..~e~ ~a . da1/p~i~,! ~1
ab~P,~
ll `L
c~.~ .
~
~ .
' _ -
L I . Sarnple Type Set Pla. ~
~ ~
r-
I ~ Mix No. I ' :Siump i.. . , . 11floc Temp, °F I \\G~-
Ticket Na. ~ % Air ~ Tatai Yd'
Truck No. ~ Temp, °F Truc3c Yd'
~ . Sample(s) dbta;ned:
: pescription Laca ian
I 1 • Strata Representative; 44V
z. Race;ved By; ~
~
01/14/2003 15:46 5098912012 STRATA INC PAGE 03
FIELD JENSi i`( TEST REPORT
' Report No. b 3S
I Projcct: ~ r. ~sN ~ Prqlect Noa 50266304'
I Date: I_ j 3_ 03 I Day ol WaG: Rr IWeather: Tes111ielDod: /~/rlCLdCCO~~~~
I I.otat;on of Fili: ~
General Contrnctur. Supesinteadent:
PartAwork Contraaor.
Twt Proctor Probe Tcsi Moigt T,--.t Drp Pcreeat ~
Numbcr Tac i,otstion Elev humDzr lTepth Coatent 5b Urnslty ycf Con:pactfon RerJrarl6
, I~~,~S,~.~~✓S Il, l4/a R y I~• 9~o ~ m. o 171
I
~ L~~,~,,;~~ ►m~.u~ I ~~a~ I ~ I 1 I~. I 1~~~ ~ 1 4~~ I
,q. h
`b I
~ ~ .
Lf s,q 4-V*094 Llac~ s~ ~ ~ 1 r r-~ k"1. Ci
( ~ I. i I I I I
I I I I I ~ i I
I I I 1 I I I I I I
I I I I I~ I I I
I i I I I i I I !
I I I I I I I
i I I i f I ~
I ~ I I I i
I I f ~ ' I I ~
~ ~ I I I ! I I
i 4toctor Soa Description Maxunum Optimum I 4b Compsdion M:thod
I Nuuabcr AryDacsity D'SouNrz Coutent I Ftsquired Steodard!?riadiGed
I lqi o I~ s~o I g.s~~ I~-
I
I
I I I I `I~/\n1.
~ . I I I i
Strsrta 2tcprcsrntaGvc: $ignatUrc:
~
- ~ $TRAT,A., XIVC.
~ T ih 1620 N. Mamer Road, 4C106
10/9e Spokane, WA 99216
~ (509)891•1904 Fax(509)891-2012
JAy-13-2003 14:22 SIMPSON ENGINEERS 509 926 1323 P.01i02
~ • • ` 6imxon Engirteers, Ir~c.
N go8 Argonne Road
Spokane WA 95212
Phone 928•1322
FaX 926-t 323
To: y~~T Fror~s: ►vf Jk.;. Ca!tA k
p"es: (Incuding Cnva Shett) ~
r '
Re:
V;
G UrSen4 Cl For Re+rJew Q Fieasetmrnnaont 0 Ptease gteply XPePYout Reques2
s Cammen4s:
~i n1 ~.ni C'_g1;-,4k-6rN{~ r~-
~
11_~..r 'TN
1 1
I
I
I =
'
r
Ifi yau reece~led fHs fact in error please r.aD 926-1322 and (et ~.s lcnow. Thark you.
~
JAtJ-13-2003 14 :22 S IhPSON ENG I NEERS 509 926 2323 P. @2i02
~ f:;~`~';
~
i
. ~
' 7"
. ~
. . : P1 ?.E _N.67`f % .J`~~ ..✓~.~l.aJ, iz~.,~t~1~.1._.L3Y. W.YA.rl.' EiV G_-.~
. -
' ,.S.I'.fct_~t
.~~!~o. _z'~~~ . . .
.._;PR~~_ , 5r,~~`T.: ..1. ~Q_,C~~-. - . . _ _ .
: . .~a~r : _~~L t~.s - . _ . . . . .
i
. ~ . _ . . _
)?..t~ .1»A.Ak_._
....--.--~,ol.~.~~
. a.. . . . : . . . _
;
_ . . . . . _ . - - . . . . . . . _ .
i
. ~ - . . _ . . . . . . _ . . _ . . _ . .
f . . . . . __i._ _ . . _
. ~ , ~ . . . _ . . W _ .
- - - ~
NEW .St„ .14,-20
~ • - - - . . _ . _ . ~.T~ jjRX~
' ~ ~ . ,
_ . . . .1 - - . . - • ~ ~ . •
. ~x~ sT S'~ µaa
~
. , ~ . . - . _ .
i
. ,
TOTAL P.62
~
T FR 4_2 h► T C-bl
d aPoTEC-C.L pHOPNaEm„ma a rWwr~ai..~ resriKa
- 10020 Ea$t w,nx Aaenu$, sulte 200 sRowans, wa 99206-474e
509 asi-aMn r Fa„ 505 891-2032
f ,
Prvject Dail;y Report
Mr Ken Tupper
- 322 N. Unfversity
SQokane, WA 99206
Fraject Name: Aleffi Addition, 8h and $awdish
Date: .Tanuary 10, 2003
Client iNo - TUPKEN
ProjectNa.: S022(}0A
Dai[y Na.: D 1433
PerTnit Na.: Unknovvn
, AddIe55: and B4Wd15h
i
`XI15peCt1C)Tl: CC7mpr,~Ct1oCl
~ Pearsonrael: Scatt VVise
Page 1 vf 2
Naxrative: Stzata was vn site ta perforn in place density' testzng and abserve ear-Lhwork
operatzons. EIIer was zn the pracess of overexcavating the sewer service at the
southwest center ❑f the site at 7~' Averzue and placing and compacting backfzil
material for the trench lane (water servace) at the east side of the project. p
track.hae attachment (wander wheel) was used far means af campaction by making
- appraxinnately ten ta twelve passes and r,noisture cQnditionina by zneans erf a water
; (fire) hose.
- Using a Troxler 3430 nuclear densometer Strata perfcarmed eight 'm pDace denszty
tests. Axz average of 36°/a of a 141 Q pcf miodlfied proctor vatue was achieved
~
Sincereiy,
STRATA, ENC.
RiCk VVaatiwQTfih
- Area Maraager
Distribution: 'V+Iyatt Engizzeering
Eller CorpQration
IDAl9Q WASHiNG7QN C?REGON • WYOMING MQIdTANA UTRH NEl1ADA
- FIELD ❑ENSlTY TEST REPORT
' Repan No 1433
Irra,ect AIeffl Addition, 8th anr1 13owdish
C I Prolec[ Na TUPrrcEN snzzanA
•
01110103 Iwest,er• Qvercast,34°F ~7estMerJiad Nuclear
,
'•i~:~z.~~iim
; Personnel SCptt WiSe
_ I Generai Cun[raLtor Ellet' ~5upenatendent Charfie
~ Earthwarl: Cenvaccvr EIler lFareman. Charlve ~
~ Ce:st Proctar (`rabe TeSI MS715[LitC TesL Dry Density Percent
Numher "Fest [.oeatian Eievation• Number Depch Content % pcf Cnmpaction Remarks
I
2' 6clo.v
I East sir9e water service (center) subgrade 5L 10721 S" 7 5 1359 gfi°!e
2' 6elow
~ 2 East side water seruiee, nnrcheast end subgrade 5L10721 8" 5 9 l34 0 g]a/o
2' below
~ 3 East'side water serviee, northwesY end su6grade 5L 10721 8" $ 2 1347 95%
2' heqow
' 4 East sulz water service, sauthwest end, subgrade 5L1 a721 S" 6 9 1400 99%
2' belova
5 Ea!jt side wa[er service, svuth center su6grade 5L10721 7.6 1383 98%
" 2' belcsw
6 East side water service, southeast end subgrade SL1 072 k 8 9 1343 45%
! 2' helvw
~ 7 East sicfe wtsterserv ice, south center_ subgrade 5L10721 S" 7 6 1366 97°l0
I 2' 6elow I
8 Cenrer water service [center site] subgrade Sp,I p721 B 4 135 2 J6°/A
II
li
P
~
I .
i~
II Proctor ivlaxsmum L7a}+ Dpumum i'vlaisture % Gompactdan ivtethad
iVumber 5cril I]escnption Densiry Content ltequired 5tantlazd/[Vfodified
5L 10721 Hrawn Silty 5and with Gravet ~ 1410 6 a } 95 I r1A5H`fQ T-180 ~
FG = Frnrsh Grade B.~'r = Belativ Grade 5G = Subgrdde BCJF = Baa[am of Faatrng
nE6ilcpNIcA; ex61w99-0 ~ eswT6R- iESiINo
' 1fl620 East Knox Avenue, Sude 200, Spokane, WA 99206-7748
509 891-1904 1 Faz509 893-2012
81r1:3/2803 10:26 50'38912e12 STRATA INc PAGE e7
S~r~TA PRO,.oE~cT ~As~.Y REPORT ~I°
Pceliminary af ~
Client Nra,
- Project Address. QO t p~. AnZ,76, ~ q4MMhW7 P'raject No:,~
Da:e: 1~ fv'Permit No,
ob 7'a~e ~'er L3iem Lodgs~
t
~ Codes LFrom Proje~t Tame HI
7O Hours FroM ?`o Homrs 8 L I] $ ~
a~f-O
- !EQUIPMENT N'vke, y iMcW1e Lab: 7arque 'Afrench: Rebar Loc'
,
. i ! pther ~r3escrifne), r Weather
1•
--Approved Plans an Site: Yes No f]ate.Arehitect:
, Type a$ TesUlnsp_ 0&►7$4• A0rr•w.,~'UeX
-beficiencres ftn/C.- ~
AciIivri(s) Taken'~~rt/'f~ -
' Results Repvrted io: Of -gj*K- .
- - vf
NcffBtfY@. 51'he+OfR !m/i%.S ILM3,4- 74 ~r~ r.~►~" +~'.Yet~f ~F akq"~
~
0:7~.,a~ A1~~
1v;7
r J
~fii-t~ 1~~1/~~d.~4,~ S/.~~ ~.j- Ssr`-a ~ ~ Pro ~ ~ + ■ rr„ „~~_~c
- CI
~ 1►^~, c~~,~6~._s...~o
. ~
,&l'~~~+~'•x_ ~ ~
r ~
I~G~er~ •
Sampi~ Type~_V_ Set No.
- , Mic No. ~ f ~Sie,srnp I i Mix Terrrp, °F
Tickec Na ~ - % Air ~ I Total-Yd
, Truck No. ~ Terrtp, °F I Truck Yd'
Sampfe(s) OLtained;
- - DescriQli2n Luato
; 1 S#rata Representative:~
~ 2 _ Receaued By.
01/13r2002 10:26 509$512012 SrRATA zNc PAOE 0e
' . M1 FIELD DEC11SrFY TEST REPQ,RT
Rycxizt No, l 4 3~
"W: ,
t5air: ~ fy . ,L"3,1. . . . ~ Y>AX af'M1af'r.c;k: weurhcr: 94- I Tw Metbad: NCA aGR'r- Cbll iore~M
Laratf,)n of F4iL•
GE3fe2'8i C8Y[tfuCt6r: C 1 A~~ ~ SII~lC~~A~75dqI7t: AJ~Q~~.lr~~r
- E8[Lhwvr& Cnntr:3[t4A': Foraman: rlmasz~J-M-
~3'est PrOCWr Probc ~ I'i4! M,*iS! `FuS T!r}^ PCreCei
l~um~rar 'Fest taratiun F.rev ;~iirmtrer Aepth i Contena °Xr Decvfty pct' Compaction Fiemardcs
I
Ka• 5'v.~ ~ ~ ~ ~ I ~ ~ ~ I 13 • ~ I '~i ~ !
3 2-S 4/ 7
7. 6Z I 1.3 IJ 16 f. 5sm 9'~ .6 t
I.
0
~ I I ! I
~ 1 _ ~ I I I ~ i
! I I ~ I I { ~ -
I ~ i I ~ I
l'cCmr Sail IeStriilt#rsw Lptfmum s'o GviciqaClinsl Mplhod ~ i
f~`umbcr [7ry Densitp 2akvisWre Cantent RCpaiYC+d 5laadnrs3lModificd
~ ~ ~ L~ ~I o I 95~ f~~ I
Straln Rsprcacatallve: PAges ~ of ~
~ - ~MA~'A, LNC.
~ i ~i ~a 1620 N. Msmer Rvad, #CtqC
iruss 5pokks~ne, WA 9921(
{509} 991-1904 Fax 891-201:
~ 620'TQCMryIC+sL ENOINQENING a uwFpHPnES TE'3TINO ~
- 10020 East €Cnox Avanue, Suna 2DO Spakane, VNA 99206-0748
509 891-1904 1 Fax 509 851-209 2
- ' Pd'ojeCt Da1~~ ~epor$
- Mr Ken Tupper
, 322 N. University
Spakane, VVA 99206
-Proj ect Narrze: Aleffi Addition, 8th and $owdish
Date: January 9, 2 dd' )
Oient No.• TUPKEN
Pro, ect No.: S42200A
~
_ Uaxly No.: 01543
F'ermit No.: Unknawn
Address: $`h and Bowdish
-4 'In5peCtI0t1: C4k11p&Ct1flI1
j ~ Fersonnel: Scott Wise
_ Page 1 0f 2
, Naxrafiive: Strata was on szte to observe earthwork operatiQns and perfarm in place density
' tests. E11er was in the process of placirag and compacting backfill in and along the
_ east side water service trenches that run east-west narth-south. Atraclchoe
attachment (wonder wheel) was used fDr c❑rnpactian effort by making eight ta ten
- passes arid moisture ccanditioned wi€h fire hose.
Using a Troxler 3430 nuclear densometer, 5trata perf'armed three in place density
tests An average af 95°i`o of a141.0 pcf madifed proctor Value was achieved in
the abave mentioned areas.
, Ssncerely,
STRATA, 5NC.
i-
~ kick Waodworth
- A,rea Manager
Dastribution: Vv'yatt Enganeering
Eller Corporation
~
IDAHC] WASHiAIt;TQN QREGOIV WY!]MiNG Mt7NTA1VA UTAH NEVADA
FlELD DENSi7Y 7E5T REPORT
' [irpon N0 1543
Frpjec[ Aleffi Addition, 8th and Bawdish Prajest No TE1P1cEN S02200A
, - 011091[}3 lWca[her 5unny, 411F ITescMethod Nuclear
lnn
' Persunnr! SCott WiSe
~ Generai ConYractor E]Eer iSuperintendent Charlle
karthwork Cantractor Eller 1 Forernan Charlie
, ~ -
I-est Proetvr Prohe Test (vloisture Test Bry Densaty Percent
~Number 7est Loeauon Elevatinn* fVumhea Depth Content % pcf Compactivn Remazks
~ Center-east sitie (50' south water 2' 6elaw
~ I Nervice) subgrade 5L16721 8" b$ 1349 96%
I Center-east sEde (center naeth-sauth 2' bzfow
, ? warerservice) subgrade $L10721 S" jfi 1332 44°Je
,ortheast center-east si de water seneice
I 3 (50' north center) subgrade 5L20721 8" 75 137 2 g7°/a
~
II
if
- li -
i1
~I Pror-tar MaYamum Dry Uptimum Moisture % Campaciian Nlethad
Nuazber Sail pesenpcion I7ensFty Cvntent Required Standaz'dllviodsfted
, 5L 107? I1 Brown 5iity Sand with C'iravel 14I Q ~ 65 ~ 92195 AA5HTC7 T-i 80 I
f I I
FG = Fanrsh Grade BG = Ee[aiv .firade SG = Su6grade BOF T Bottpm pf Footang
~I ~ acor~~NHiG.~ Er~~~r~eeRiNm ...,.rsA.~: rae.ka
10020 Easl ICnox AvenUa, Suila 200 Spakane WA 992064748
, 503 895-1904 1 Fgtc509 891-25112
l
01113l2003 10:26 5698912012 STRATA TNC FAGc- 05
ST~~~~ ~~IL.Y REPORT N? 0
~~~g~~,~,~~~
PrpjeC3'; 'L CRien4 Nd: 7E4P,fsmn,! flf z..
Projeci A8dres5: ~tL-_ t Prvlect No:
_ Date. Permit No,
f Cades Project 7ime M0b Tame ~ Miles Per Daem Ladg€ns ~
. J^ Frnm 70 H9urs Frorn Ta HQUrs 8 L C7 S
~
l
_ EQUrPP.~e~€ lsdu}ce:,%' iVfabite Lab: Tvrgu:e Wrench: Fie bar Lac:
- ~
akher (C#ESeribe)_
C.4^S~f ~'r''►,,on+,~`~t'I~rl d WE'r3[hEf; ~
t
Apprc7ved Pfans an Si#e: "es Ptifa Cate. Archifect:
Type of Testllnsp: F~'n' i .5 J r_:pn~ ~ •
DefiGienreS:
ACtlori(s) Taken' Wa,rr4.- ,
Resudts aeporteed to: e7 of F-I )5_1,
4f
. , Narrative- ~~rr, r~ra "rl 4n., s 1.r-
f .
, , ~ i~ .1f:f C~l rp~,prH}• ~~,.y ~ G.~trr.~LR] ~!L rl it t t_'~ ~ Psd. 5.~6't& (~r-r~~~~ ~'d/ Tr r'•: 6.n
y _ _ ✓ n}rr.
~ S 1 r7~ GZ '~~v~ 34
~i~,.
~ _ `7 `C~ ~a ~+7w ~ ~I+1 ~ ~ l~r~+. ~ ~.r~ttf~-+•r A , ,~Sa1 cu 1.~ ~
_Alt
I r 57
i
I- - ! -
r - ~
i SaMpW TY'~ ,y„I ~ 5et ~it~.
. . ~
Mix No ~ _
Slump ~ f Mix 7emp, °F
Ticket Nv, ~ - i %Air Tvtal Yd' ~
Truc![ Nc_ ~emp, °F I TruCk Ye#4
Sampie(s) Obtasraed•
1 . - S#~ a#a Repr~rentativq, ~ • ~
2 Fteceived By'
a1113/2003 18:26 5558912e12 STRRTA INC PAGE 06
i • ~
- FIELD DENSITY T€ST REPORT
_ ~eport No ~
~ Ptaiect: sa 445
R aste: ~.~.pf - s~ 7 I tJay af'C$~~&: Tes1 A'[elUd;
I Loeacaoamnf~li: U `
I
f fi~ncrci! ~onlr~ctpr~ ~ f q~ ~ Supcziotcndcat:
a
Earehwark'CqnSiacWY: f4luzi
Prvctar P'rq6e Te9t NIoW Te3! F3ry Ptrsenl
I~lurnhcr 'r+sS Lvcaine Osr I 1+Iumhcr 'i3xpih Cori:e~a! 55 Drxvity pd Cvmpnclion item:csi-s
~ ~rW: W!!~.°bfii~~l1 ~ ~ 4/ ~ ~h} ~ ~•4.~~ ! d ~~I . I i~p
r-b 14 ~ I 3 ~i . Z 7 W'P ~
- ~ ~ ~r~~ • r,~ C ° ~ ~ R ' ~'i I ~ ~ ~ # f ~ 1 3 ~ 1
~
I
~ I ~ I f I
I a ~ I I ~ I
, ~ ~ _ i I I I I F
~ I I ~ i I ~ I
~
_ Prvet+ar 5ailDrscripsiaa itilaxirnwn Upliawm % CompazSion A4etba3
' Number Drv Drrihity Mtriatun ConfcaE Atquired 9t61idOTd1MvdifiEY3
~ ~ I ~ L~.l~t • ~ SW r?fil-~ - ~ I ~I. o E ~ • ~w~.a 'F f ~J ~9 ~'"j~'9~
~ f I i I
~ Slrata k$espmcnSaei-n: SlRnaturt: Pagt 7, uf Z--'
YMt6ZA7hTL
~ q R 1624 N_ Mamer Road, ##C10(
5pqkane, WA 9921(
~ (549)891-1904 Fax (509) 89t-"1a1;
~
za,.
pQpTECHrvILAL gH¢INEE9iNG I seaYERIAL9 TP_$YiNO
!f
1 0(32{7 East Knpx AvBnus Sui[a 200 SPokana WA 99206-4748
549 891-1904 I Fax 509 g91-2012
_ ProjeC~ ~eport
Mr. Ken Tupper
322 N. Llniversity
j , Spokane, WA 99206
Prajeet Name. AleEfi Addation, 8`'' and Bawdish
~ Uate- Januaiy 2003
Claent Nv,: TUPKEN
Projeet N0 : 502240A
JJaily No.: 01540
Pennit Na.: Uncnown •
' AddzeSS 8`h and Bowdish
LaspeGtion: Cornpactiari
Pezsozanel: Scott wise
Narxative- Strata was on site to observe earthwork operatioras for watez- service trench lines at
- the center ta east srde of t2ae site that ran north-south arrd east-west. Eller was in
_ the process of overexcavatzng, pZacing bedding materzal below and avez' the top of
pige warks and placang pipe works. Eller indicated that they were going tv
' overexcavate and bed pape works in the above mentianed az'ea arid trien would
begin backfilli-ng 119103
~
i
Sincerely,
STRATA, INC.
~r........
RiCk W4]OdWflrth
AI'ea Manager
Dasttibution: Wyatt Engineeranb
Eller Corporation
~
IDAHO VilAShfINGT0N OREGfliV 1NYDMING MCINTANA lJTAFi NEVAC3A
~
e FR C-16 1- ,a
~ J ¢QOTECNn1CnL EN61/vEEiIINL] s s.eATEfllnu9 Te411rv6
r
_ 19aQ0 Eaet Knax Avenue 5utle 200. Spokans, WA 99206-4748
549 891-i 9041 Fsx 509 891-2012
ProaeG$ DailY RepUrt
- Ivlr Ken Tupper
, 322 N. University
5pokane, tiVA 99206
Project Name. A1effl Additson, 8'h and Bowdzsh
Clate. .Ianuary 7, 2043
- Ctzent Na.: TUPKEN
Praject Na.: S02200A
Daily Na.: 01538
Permit No.: Unkraown
I AddTeSS: 8h 2llld $flWC13Sh
4i Lnspectian: Cornpaction
' Personnel: Scatt Wise
; Narrative: 5trata was an site ta abserve eaz-thwark operations for the water service trench line
_ at eenter-east side o£ the site. Eller was an the process of averexcavating water
service trench line going naz-th-south and east-west at the center-east side caf the
sate. Appraximate]y I to 1.5 feet vf processed bedding material was pIaced below
- and above all pipe works that were placed in the abcrwe rraentioneti trench lines
today. Contractor xndicated that due tca some eleyafiion changes from Wyatt
' Engzneers, backfill would not begin untiI 118102.
I
Sincerelyy,
sTRaTA, INc.
'
Rick Woadworth
Area Manager
Distrihutxoza: Wyatt Engineen'ng
Eller Corgoration IC7AHO WqSHINGTpN t?REGUN 1NYc7M1NG MONTANA UTAH NEVADA
01"' -chk -1 C_~!. 4 ~'L i,! ~ u e~
J GEOTECNN3GAL ErvG~HEE~~'G 8 MA7fR1A4$ T~ST11dG r~p •7= y 3~} ~ 200
~
10026 Eas[ Knox Avenue Sui[e 240, Spokane WR s92U5~749 u~~ ~ r' - 505 897 -i9041 Fan 509 891 •2012
' PI"ojeC$ DaX~y R~~ort
Mr. Ken Tupper
, 322 N. University
Spokane, WA 99206
, Project Name: Aleff Additian; $`h and Bowdzsh
Date January 6, 2043
Client No : TLTPK.EN
~ Project No.. 502200A
' Daaly No. 01536
Ferrrzit Na.: Urtkzaawn
Address: 8"' and Bowdish
h ~
- InspecCion Ganstrvctlan Monitoring/Observation
Persarunel Scott Wise
Narrative Strata tivas an site ta observe earthwork operations for the east side water service
trench line. Eller was in the pracess af overexcavating trench line for the nQrth-
sauth water line service at the east side of the praject and placing pipe works
throughaut the abave rnentianed trench line Approxirnately ane faat af pxocessed
bedding rnaterial was placed belowlabove the above mentioned pipe works
Corztractor indicated that they wauld begin backfilling tomorrow morning
~
Sincerely,
STRATA_ INC
° Rick Waodworth
Area Manager
Distributian Wyatt Lngineerrng
• L-lier Corporation
i
IDAHO 1NASHIIVGTt7H OREGC]N WYQMiMG MC]N7ANR IJTAH NE4'ApA
1~
1
~ 6E07E'Cxr3ICw4 Er1GIN@11RIud d M1InTERrR1_5'FESTiNo
10020 Easl Knax Avenue, 5uda 200 Spokane WA 99206-0748
549 89i-19041 F9k 509 895-2012 _
_ Project Da3l}~ ~eport
~ Mr. Ken Tuppez-
3?2 N. Ur1'versit}•
5pakane, WA 99206
Project Narne. Aleff Addition; 8`h aaad Bowdish
Date Decerraher 24; 2002
C1ient Na.; TUPKEN
Project No: 5022430A
DwlyNo.- 1427
Pea-rnit No.: Unk.nown
, ~ . Addz'ess; $ih and Bowdish
Inspection. Field Denszty Testing
Persarinel. Scatt Wise
_Page 1 of ?
Nmat7ve: Strata was on szte ta perform in plaee density tests a.nd to observe earthwork
operations. Eiler Corpvratitin was in the process vf overexcavatirag and
processing undergrouzad utilaty trenches af the east side of the project sice.
Using a 3430 Troxler nuciear densarnefi.er, Strata performed four in p1ace
density tests in the abave rnentioned areas. An aaerage p#' 92% v~as achieved
belawT subgrade level and 95°/fl was achieved at subgrade level. All tests vvere
based on a 141.0 pcf modzf ed proctor value.
Eller used a trackhae attachrrxent (wonder ufheel) for rneans af compactlon
effQrt. by making approximately eight to ten passes and maisture cQndztionang
- hy means of a frehDuse. All pipe wtirks placed th.roughout the above
mentioned area today had approximately one faat af bedding inateraa] placed
abave and belaw thern
- Sincerely,
STRATA, rNC.
~cf~• ~,`.~-c.:•~- r. ~
Rsck Waodwvrth
Area lv1ana~er
Distnhution. `'~}rati Engineering
~
Eller Carporation
IDAHCk VE,IASHiNGTC71+! OREGC]N WYDMIh1G MOI'+fTAM1fla IJTAFi NEVAC}A
~ FIELD DENSfTY TE5T fREPORT
Aepart No 1427
,daleffl Additian, $th and F3awdish lProjeccNv TUPKEN 502200A
')ace I2124102 lweacher Dvercast, 321F I"rest ivTethod Nueiear ~
_oeatron 8etween 7th and 8th at alley
'1°ersonne6 SCo[i W15e ~
:aeneraf Contractqr_ El1eC 5uperantendenr Char[ie ~
ilFanhwotk Comractor EIler lFvreman Charlie I
Test Proetor Probe Test MQisture Test Dn I7en53M Fercent
jj tJumher Test ipca[ion Elevat9on* Number E]tpt}t Conient % pcf Compactian ~~marks
1 ivortheast cenler at suhgrade-east subgrade $L1 V7721 S" 7 1 I34 3 47°/u
F ~ 2 ? Crnter at suberadt-east. suberade SLi0721 6" •5 5 134 0 93°!o
" 5' 6elow
.i East side ai center su6grade $L1 G721 6" 5$ 1298 92°l4
below
~ 4 ~EasF stde ai souchcast centsr subgrade 5L1 Q721 b" 6 1 i;d b 93°1u
]j
I~
i~
14
f~
~
E~
Pruclnr Maxrmum Drv Upt3rnum MciiSturc °f Compaceivn Nlclhnd
Numbcr 5ai! Deunpuon DenSit}' Cnmeni ReGuired StandardlModiffed
I_I032I~ Brmwrr 5di7 5and w,th Gra.el p 141 0 6 5 I I AASHTp T-I80
I ' 1 I ~ I
II ` I I ~ I I
, G= f 1irerh Crrude 1l.t`i = Ifcltst+ Grr7dz S(, = Vu6grwdn HflF - enrranr ofFrrwing
~ ~e.....,,, ..~o..wa...i
10020 Essi %nox pvenue Suile 200 5pokane 4'VA 99206-0748
509 895-404 1 Fr,■ 509 899-2012
12l24/2'062 14:35 5098912012 SYRATA 1111C FAGE 02
~5TRATA PROJECT DAILY REPORT ix? -q i4 2
Preliminary 1 of 2-
Pr~~~c4• ~ ~ ~r~ ament No: I 'dpfc$rV
PrpjeEt Address' 8 b~ P R4..~nS;r Praje..t No: -&7400 ~
C~ate• Permit No.
Codes P€csjeot Tirne ~ob Tsm~ I~ites Per pieetr Lo4ging i
- Frtsrra To Hours FFrom~ - Tca Hcaurs 6 L D ~ $
EQLl1PfV3ENT Nuke,,,/" Mobile La, b, . 7aryue vVrertch: Rebar Loc: ~.p.~..~
Othee(tiescfte): / eather .
~!5T ' yN
_ Appraved Plarzs on Site: Yes No dafe.
Type of Testl1n5p___J~91s
DefIciet7Cies' fVaAK,-
Ac4icn{s} Taken--Y,a~~ .
Results Reporfed to: 0, of A%LC4'aa.
-N-Ar .
Nar-rateve, CRq, -4 WV, J~LA,/Z*,/ ~ z
- , e ~ ,
--"Lg le o;w
~
~ i~►~rx I3 - 1cr ~ww 447d PW).~. ~►-a~~~„~.~.a. maeruJ w
~
14 ~
~ I :+~"ss+6rra ~~e3YY~ ~~S
~ r
Sampie fype Se8 No= ~
' Mix Nv. ~ . I Slump ~ M,x Temp, °F
_ f I
TlCkLZ Nd %p1#P ~ I Y43~~~ Y& ~
I TriiCk N0. I . I 7BIYJp, °F ~ TP`L4Ck 1!C#'
i
Sarnple(s) Obtained- .
DescriptinI2 Lo~~p
~ Strata Representatirre.
2- Received E3y-
12l2412002 14:39 5098912012 STRATA INL PAGE 03
~rIELD DEI'JSfTY TEST REPORT
Repoet R'n
L1acc; /'N21, 012- ~ Uay oF Wcck: Wcafh¢rAemt#j,~ 7'ess 11,1etRtad:
~ L4CAliom d Ffll:
I Cencrnt Cnntrsetrrr: C~~~r~ f ~ Sa~erm~ercdant: ~
E-rarLawuck Cvrriractr)r:
f
Tes3 Prastar f Probe Tw Mms• Tescllry P'trteut
Nirmbar Ttst L=eion I.it. Nuenber I3cpzb Conssni ga t]easdy pef Compac#vn faemsrtLR
~ ~ Al~~" 1~ Sr , ~ ~ I~~1 €I ~i►r I I ~+~Y~ 1*3 95.2 -z
I y ' ~
4+sr o ~svl
s~-~ iVA. I ~ ~ ~ ~ .s• ~ ~ ~ ~ ~ ~ ~ ~
~ 1 I ~ 30.
I w I I I I ~
I I I ~ ~ I f
I ~ I E ~ f I I
1 I I } I !
~
I ~ . t I_ I I I ! I '
_ I I ! i l 1 I a I f
- d i 1 I E ! ! -
F rncYar 5ai1 Desrriptiea tV¢axirnum t?peunum % Comp.st4ian Methad ~
Nurnher I1a'y Densitr R4oistum Cvntent f3cqrur+ed StandardJ'Modiried ;
I I ~ l f !
. ,
,
~ strat~ Rsprtae~a~ire: $ign~psse~ ~~r~~ F'~~;e ~ aP 4Z-
._4*6 - STRATA, IrrC,
1624 N. Marr>er Roacf. #C 100
aS8 5pokznc, WA 99216
~ (509) 891-1904 Fax (5{}95) 891-2[]12
i ~
i Cb,
~ ¢IEDT[CMNIGA4 ENCINEERIwG g MqTeiyiAL$ TqST41,10
16020 Easl iCnax Avenue, SuilB 260 5pokane WA $9206-4748
509 891-180d 1 Fax 509 691-Z{]12
Pro]eCt ""ally RepQa-t
Mr. Ken Tupper
322 N. University
Spakane, WA 99206
Project Name• Aleff AddatiQn, 8Eh and Bowdish
Date Y]ecember 23, 2002
C1Fent No : TJPKEN
- - ° Project Na.. 502200A
_ . ' Daily NQ 1424
Permit No.: Urilcnown
Address: $th and Bowtlish
r~
.
Inspection: Field Density Testing
Persornel Scott Wise
Pa~e 1 oF 2
Narx-atave: Suata was on site to per~orTra in place density tests for the trench line for
underground utilities at center to south-central portlan of the sate.
Using a 3430 Troxler nuclear densotlaaeter, Strata perfonned three xn place
density tests An average Qf 92% was achieved thraughout the abave
merationed areas today. All tests today were based an a 141 0 pcf rnadifed
practor value.
Sincerely,
, STRATA, fI+IC
RiGk woodwortn
A,rea Manager
Distribution: Wyatt Eragineering
ElBer Gorparativn
IDAHp WASHIM1fGTf7N OREGC}N WYC3tVIING N1C]NTANA UTAH AlEVAf]A
I
FIELD DENSITY TEST REPORY
RepoM No 1424
Aleff Ac]dition, Sth and F3owdish ProJeci Na TUPKEN S02200a I:
12123f02 IweaLher 63vercasi, 351F Test Nfethod N'vciear
oeas,on. Center 5oufh-eenter of site at sewer trench 1ine.
IlFersannel 5Coft Wise
,eneral Cantrart4r Etler ISupenntendent Charlie
Il£anhwQrk Cantractor Elier lForeman Charlie
Test Practar Pro6e Test Mpisture 7est 1]rr ISensitv Fercent
4urreher Test Location Elevauon* Number CJep[h Concent % pcf Campaction Remarks
I` 4' fiCl4W
I! P Gentcr vf site, underground utili[ies subgrade 5L16721 6" 5 3 1298 9Z°/fl
2' meYvw
J, 2 Center flFSiiC. underar0und uti]itte5 suh2.rade $L10723 6" 6 1 1312 93%
I~ 5outh-center afsite. underground 4' helo.+•
3 uE1l1SIC5 • SuagFlde $LI0721 6" 7 1 1304 92°/d
iq
II
Il
~f
IP
Pr~ci«r Mammram pn [3pcirnum Ninisturc % Compaecivn fvlclhod
Jumber Sn311)csiripuon [7znsot,. Cnntenl Rcqu€red 5iandardtiMcsdified
I'kL10121 8rawn4dtN Sand ■il[h Grasc! f 141 (1 65 I ~ ttA51AT01-180 ~
I I ~ ~
' 1 C, = 1+j rr+h t, rudc f3C'i = Belaii Grude S'[: _,Srrhgradc IfOf- = liolTnrri ujFnnrinr; -
«,.k,,..,FR, .~Zb6.,.~.1
~,A,...
~
90020 EeS1 KAOx Avenu9 Suile Z{fU Spokana WR 99206-4748
5A9 691.1904 1 Fan 509 891-2092
12I23/21302 17:26 5898912012 57RATA INC PAGE 02
STRATA PRt?JECT DA1LY REPORT N? ~ 0142+
FP~'eiimie~ary I 4~ 7
~'ro~c?~t- Glient No: 1 a t'krw
Prnject Address'_f642: x sr-i~~A • ProjeEt Nte._5D2C-aA-
Date' )z -23-0z- Perrnit iVo:
~ Ccdes i Proj€~t -fime Mob Time {~3iles Per aiem L~ct~{in~ ~
~ Frorrt To Hours Fram 'ra Houfs ~ 8 i. p $
~ E4L1lF'IUir=NT ~ Nuffe: Mobile Lab 7orqUe WrenCh; . .Y Rebas Lc7G
i ,
cather (descnbe): Weather.
33°-
_
~ . -_._.:.w:.............. _
Approued Pians on Site: Yes No Date: Architect.
TYp+e of Tes#/i ra5p: g s~6en5r• &w7rlori tf
Deiiciencies- NroNi,
ActEOn(s) Taken: Ng_yf.
Resulfs'Reparted to: of W'd,sirlgr&.w
pf
Nasratide 1:;Zn r& WaA ~ -trM)LIe-V r%V c"s"-A, -ks -1-5
W. v . U ¢tl, ' '(e"' "C~ . s-. #k Gov G.'4r'4 ~i ~'wdy ~ ~
~ ~
t tn~ ~ ~4 3[} "k2 P.,.t,,~y,~.~f
A_V__q44gLLr n !p< Z '2. 1 R k -L„
A ~A 4' o L-"!? 0n a I 1'Lg~~ r,p
~
~ Sai'i1p1e TyIAe seX wD. ~
Mrx No Mix Temp, °F ~
T'ckef No. %Air I Totai Yd'
Truck Np. Temp, °F ~ T€ucis Ydj" ~
Sample{s} Ubtamed:
Clescr~~ Location
1. _ 5£rata Representat;ve: S 1
2. ReceiVed 8y: ~
12/23/20e; 17:26 5e98912012 SrRATa rNc PAuE 03
- '"VIELD DEN51TY TEST R
EPOFtT ~
Rcport Nvl94,tv
~ ~~i~, f~ `4~,s„` ~ DsvoPWe6k' ,Te!st Mefbnd:
. ~ Focatinn af F►l1:
I GeneraT CaratrucYor: rC~f~ ~ SupQrFnttndare3: I•f S.
I F-art3yvrork CaatracWr: e#Sit- I Fare,rnau: c!atl.dL
- _ - - ~
Tem Psoc[ar r+rubIt Tcit M96€ 'f tSl Dgy i'erCeni ~
~ts~mber Test F.aGarivBr L`!cv 1+3umber Depth Gontsrtt % Nas?tg pcf CaMp3ct=in Remarks
! I aI I
I ~ ! ~,6s~• ~v ~ 0' 1 ~ . ~ 1~ ~ % 1 ~•,ak' ~ ~ - ;
~3 S11~e1r1. ~,~i~ r ~ 1 t --Lv•
, 3
+ • ~ q~ ~ p
0 ,
a_ ~ ~ tl I ~ l I
Al
I I I ! I ~ I
~ ~ I f
f 1 t ~ I ~ i ~
I. r------ I ~ ~ I t !
P ~
1 ~ I I I ~ I ~ I
~P1rocwr So:Z I?L-scriptina I NIaxisn,nn CYptimum % Campaetivn Mattaad
' Nu:nBar TDry ih=sih Moisslra-u CanteaC Req►ared Stnndat'&Miatlited
. ..Y. . .
~
Staln Rnprescatat": Pa8e
~ . - SrRx'A, brc
~ ~ M T a 1620 N. i+iiamer Rozd, #C}IXl
°io~s spvkane< WA 99214
~ {509)89I-1904 FaK(509) 89 f-2Q12
~
'S
a r~ 8 i a
S 12[TQCwrv[GA4 Ey@IWQCRINf$ &naaYeFtiqL3 TFSTIruG
~
50020 Easi ISnax Avenue, Sujiv 200, Spokana, WA 9920&-4749
" 0.509 891 -19041 Fau 5(Y9 893-2012
PI'03 eC$ Dai~y RepOI't
N1.r. Kera Tupper
322 N. Uruversity
5pokarae, WA, 99206
, Project Narne: A1effi Additboza, S`h and Bowdish
Z3ate Deceznber 20, 2002
- Clxent No ° TT]PKEN
Prvject N0. 5022[]0A
I'
Dai1y No . 1374
Pemiit NQ.: Unknown
Address: 8`h and Eowdish
ry
Tnspection: Fieid T7ensrty Testang -
Persozmel: Seott Wise
Narratzve: Strata was on site to perfarm in place density tests and observe earkhwork
vperations. E1ler was in the pracess of overexcavating and processing the sewer
servxce treneh liraes alang fihe northeast-east side of the site A"wander-wheel"
trackhoe attachment was used for mearas of campaction effvrt by rnakirrg
_ apprDxamately eight to ten pas5es and rrloistuu-e conditioning by nneans of water
truck. Eller indicated that Moraday, December 23, 2602, An the morning they
- would be ready for soane an place density tests in a,nd along the above
amentianed areas.
I
Sincerely,
STR-ATA, IIL1C.
i~ -
Rick Woodivvrth
Area Nl anager
Distrabutian Wyatt E~-igineering
Eller Corporaiion
L~
iC}Rh3O WA5HINGTQN (7REGC]M WYOMIFd ,C3 MpNTAiVA UTRH lVEVRDA
12/23/2002 15:28 5098912012 STRATA iNC PAGE 87
a~t'RATA PRt]JECa DAILY REPC3RT 0 13r
- F'reisminary+ of
_ Prajeci Address. Al-1-,A Project Na:,SO 7n j'-' r
aare /2 - -o Permit Na.
Godes . Prc eiE T~$ ~Pi
' o~r ~'irrse
j ~ ~ Mi aes Per Diem Lodgfng
, Frarn To Haurs From Ta Flours ~ s L D s
0~,~~:
2.0
EQl.fiPMENT ^ A1vke•
~ luiQblle l.ab. ~TCrque UUrench: Re"r LoC
_ i
- i OiMe.'{ (deSCffbB) WBathef' ~
6 s ~~sv~ ~.•'•za,,,~ Fw7'v Sl-'}'o
, . . .
Approved P[ans on 5i4e. YeS No Date- Architect.
Type of Testllnsp._~oFs ~r.~st~ }r•w~7~f1~ -
Deficiercies' N07• t.-
Rction~s] Taker !4'DP--~-
ReSUlts.Reported 3o. ~ of .4v4 I-F -
of er- /Ii-/Z.
iVarra#rve .STZ4 7r~- 4~1A--I P,.Vs ; < dm Ad ~"s n&,d -o 6~ rre uzbtf~~
- 0 e• , //;F,.4~ Jlt4 i~ 4., o , r.w r~ '0Z 41w svi
i uJ"
r Oe ,P►! ~
WM R&-1.,~o r.rfn~ 4-
Y !
/ I J
~ / r,:D7TlE ~ A~ ' lQ~A~G ~rSP~ -~,~a ~J1~ ~ .~J~30~~ .~e..rr~a~+l~' C~'$~•
~
~ i SarT1#7le TyPe Set No.
iVlix No ~ 51ump ( Ternp, °F i ~
~ T;Gke# Na. ~ . % Air .l Total rd' ~
~
' f l'ruck Na Lemp, °F ~ . . . Truck YC3'-'
Sarnpiets) C7btained'
Strata Represen#ative:
2. Received By- - -
I_
i
!S T r~ ?a i a
~ 6EdTECHNICaL EiJB1eJ~@Anq MATERiaS 1'EgiIN6
10020 East Krmx Avenue, Suiie 2K Spakane WA 99206-474$
509 891-1904 7 Fax Stlg 69 i-20 12
i
PXUjeCt Dail`'~ ~epCII't
NIr Tken Tupper
' .3 22 N CJniversity
Spokane, WA 93206
~
Project Narne: Aleffi Addition, 8"' and Bowdish
_ I7ate: December 19. 2402
i Clrent NTa.: TUPKEN
ProjeGt No.. 5022{]0A
F
_ Da1ly N[J 01372
PeZ'tnlt 1`Jo.: Ufk1a,dWri
AddS'e5S 8Lh ad1d BoWdISh
~
Inspectiorc ~ompaction
Fersonnel: Scott wise
Page I af 2
Narrative: Strata was on site tv perfvrm in place density tests QD the sewer trench lPne located
at a11ev between and 7`hBowdish.
Using a~430 Trcaxier nucl ear densometer, Strata perforrned three in place density
tests on the trench line backtill in the above rraentitrned area and one in place
_ denszt)3 test fvr tlze bedding material belaw the above Enentianed pipe wflrks. An
average of 93°/6 was achleved for the backfll materxal, and the bedding materzaJ
Wa$ $9°Io.
Sincerely,
S7'RATA, INC.
R.ick Woadwu4rth
Area Manager
Distribution: Wyatt E.ngineering
' Eller Carporativra
1DAkfO WASHINGTOiV OfiEG{]M WYpMfNG MdtdTAHA L1TAH NEVADA
, FIELD GENSPTY TEST REPORT
Re~on Nm 1372
= Afef~i Addifion, $th and Bowdish IPraject No TUPE:F-n' S02200A
12119/03 lWeathea Partly Sunny, 340F iTest Nlethad Nuclear
'LocaciQn At alley between 7th and 8th at Bowdish
lPersannel SCVfit W15e
; 5enera3 Convactor Eller ISuperintenden[ Char9ie ~
JEarthtvork Contraetdr Eller IForeman Charlie ~
Test Proctar Prohe Test M4isture Zest Dr. I3ensity Percent
n]umber Test Lveativn £]cvahon" Nurrtber Depth Cantent °/a pef Compattion Remarks
~ 4' helow
] Stacion 2+12 trench ]ine subarade 5L1472i' b" 6 7 1299 92°/a
2 5ia[inn 1+00 trench Ii ne suberade SL10721 6" 55 134 7 45%
~ I 5 helaw
3 5tation 3+65 treneh line suberade 5Lk4721 f" 5 5 1298 92%
13' pelow
~ 4 5tatian 2+16. beddine aizd trench subsrade 13$ 4" 7 ] 1248 $g%
~I
~I
f
~I I I I ~
Prnclar ivTa,timum [3rr Dplimum lvfnis[ure %C nmpacuon Mcihod
t..uinher 5ael Descnpt€on Denstn Content Rcquired StandardlModificd
I~ 4L 10721 B6Qwn $ilt~ 5arrd wi[h Gravel ~ 141 6 65 ~ AASi41'0 T- I 80 ~
e1_10724 I~jght f3rnwn SEIt,. Gravel (f3asc Cnunt) ~ 140 ; 7 i I AASHTO"I'-190
~
' FG = Funsla Cirudc l3C; = 13rloii•Gradr .4G =.Suhgradr 1fU1~ = 13rilrnrrr nf Nnriiuig
~
~ .S;~.,.K„~..Fq~......~...J.,, 1' _ . . .
10020 E&St Knpx Argnue $ude 200 Spokane WA 49206-4748
' S43 897-7W4 ! Fax 509 891 -2412
12/2312002 15:28 5a98512812 STRATA INC PAGE 95
F~t~~f
, tRAT~ ~~~~EICT D'AILY REPQRT N}~ 0137
Pre#imil7ar]I' P~ ❑f -z-
Client Nv
Proaect Address:~~ f ZtW4;V.<~~AW Prajeci No• aQza&. -4,4
1`~ P I~7 -a~~ • Perm€t Na-
~ , - .
Cvdes ~y Paroi~t i ine Mob 'Cdme Miles per FJiern ~Lcda~irrg
~ Fram To Hours From Te Haurs ~ ! 8 L C7 s
~ ~
i cOt39F~i1Ei'~T Nuke'-,/ Mobiie'Lab' Tvrque WrenCh: Reb2r Loc:
.
Gther(describe)
401
, ~ v ► f
4pproved Pians vn Site: Yes Pla Da4e• .Archit+ect'
Tvpe o( Testllnsp , 107I)75
DeficFencies, /Voive
Aciian(s) Tafcera
Re,qults Repcrted to: C"PA~~ vf
diw&r v Of
Narrative. LLlAc4Arr'1~-40' 47 r
a~°
Io Ir
aSi~' v .~'~'S0 i~
~
_V`r7 - 10fA U, r~ eA kw--kr-
~1~'7
5arnpleType... S~tNo.
M17{ Nd. ~ f - '~+~'ttJl'1'[p Mik Tef'i°Ip, OF
~ 'l Ick@t 11If3. %A1t 1 t]#91 Ydd
~ YrucK Na. Temp, °F Truck Yd' j
S2lr3'1ple(5) Obtalned:
_ DLSC riptigi
~ Stfai2 REprE`SeSitative'
VB
? R~EG°ld ~y'~
12123/2002 15: 28 5098912012 STRATA IhCC F'ACE 06
i EST REPORT
~',''A~~~ ~~~~ITYr'
- f2upc~rl Nn,
`i f..a
.,~~i'n~eCd: CS ~ ~Q5u.v,::viJv A
b:.~rthwnrk L~~n~r.~e~nr: ~ G~~ ~ i~+tirs:nacr. Gk~.l ~
, Tcat ~ ura$-iur I'rt}tse 'rcNi %Uva Trm Drv Ferser~e {
' ~u:nber O TL-yi Luva4pre h;lur I pJU« Uhsr [7cprlb iqtsks4i :ir iFeresiry pct' Cwnpact:nn LRenl:~rf:9 ~
f 1 • ~ ~ ~ ~ J~J• o ~ ~ ~ ~ -DP•? f • ~ ~O I {
! a ~ I -1'fr If o0 -1+ tf~$ ~ • 5~j I~~,CJ . ~ ~ ~ ~ • ~ 67[y ~
93 - 7-IZ;-, Anat. ~ S.Sut; r 11~.0 ~ ~ S•.~~~ 1~~. ~ ~„~'z~ f _
- i~ 4d~'s.°~e~xian# {134 -0 9e.q Zi 'R I
'1 I ! I ~ I ' I
~ f „ ~ 4 I I I I
I ~ ~ I I i r ~
I I ! I i ~ ~ E
~ I ~ I !
~ Pt`vctpr $vi3 f}e3Cr+ptma :SStlxinwrYi Dptiwucan °'x Campactifm Melhod
~ NUru4@r 0t,/ Duatiier ruwsPure Cvrxcnt Raquired St2ndard*€odit5ed
~
~ StretA Rcpresanrz►rve- ✓f~*, , 5i~nacure: . . _Page Z- oC
~ STRA3A, IN
~ ~ ~ 1620 N. ti[amer Road, t~fC 1
Spakxne, WA 992
~ (509) 891- i 904 raA (509) 891-2C
. ,
- -
~-~'~►~►TA PROJECT DA41LY REPORT
Preliminary ~f -,7
~
ProjeCt /9..~ ~J211:c1:t15A1 r~~i~rp= CliEnt N❑
-roxect laddress~~ :.q, t-,«_1 0/,Pr❑ject 3Vo: `.;r, 3 14
, atl,°. P'i `PZ~- PefP7'31t NO'
Codes Projecffi Time AAob Time Miles Per Diem Lodgang
From To Flours From Ta Haurs B L Q $
C2
EQLIIPMEIVT Nuke Mobile Lab. I orque Wrench Rebar Loc:
' Other {describe}: • ~ W ther
T4,
Apprcaved Pians on Si#e- Yes No Dafe: Architec#
- Type af Testlinsp. ~ :"775
defrcreneies- Af a 4,16
Action(s) Takerr: ivr,~f_.-
! Results Reported to: C_J~#rZZl5 of
a "?lt- v
NafTatfVe: ~l,~ ~"I r`rr^r Va.`
. - . f
Cle.~i%r~ ✓J 1:'rrJ }7~r?+~ ~s-:~ ~ fiChOo aa ~~".r:
JJf
l f': r' C?' ,rJ le;d ~1~'1ti' 3s -Ig•+ r%'-}~r~ /-31 Ol3 wC•~ Z~'f
- P ~ vvE1 v'~1 r i~_t,!' l f3 n l ~ ~ f.= ~ !"•~'~A"-•.i~'lX ~ilF r'~~7C r:'!".s-~fJ -+v~ ~ C,'" A/11 74,
J
- l Jfd /l - _ - I'1 ✓ J
Y UI ~ f d d.: . G LJ
~ Sample Type ~ I Set No. I I I
Mix No ! I 5lump ~ Mix Temp, °F
Ticket No % Air ~ Total Yd'
•uck Na. Temp, °E Truck Yd' I
5ample(s) Obtained.
Oescrmtiorr Locat[an
I Stra#a Representative
2 Received By
- , r
, ~~~ELD DEN5JT44' TEST REPDR"-5~°'='
- - Fteport tvo 137Z-
f I ProjeCt: Projeet IVo • {]lo j I
~~~.~L=1:i~~ ; Y<Jr•C ~
/ ) Day af Week: wF+,~,, I Weather: ~ f~~~ ~f~rta a5~~ T'est 1t+Iethvd:
I
- L.ueation oP Fili: k ~ +v;l].
i ,?~9.sH
' General Cantractar: ;~7 Superintersdent
~ Earthwork Contrac[os: c /Z goreman: GF,~C.~-r~GJ ce
F - -
~ Test Proctor ['m6e 'Frst MoiS[ Test Dry Percent
Num$er Test Lncation Elcv Rum6er T3epth Cantent °!o Density pcf Campaction Resnarks
v4 1 7F
I
2
- f %'p 1 4- o,; -.r~~~r~l~w~ S~~• I ~ I ~ I ~ ~~a ~ 17~,r. `~i I ~ ~ ~
~ ~ ~~R .3~- 7-iie, Ili1~ f ~ ~ ~.,1 ~ ~ 1
;A~; ~ 1 3,~ 'y~~ I
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- I ~j ~r I I I
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1 I~I I i f
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- I I I f I
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f ~ f ~ I I C
I i ~ f I ~
- P ~ I. 1 I
1 I f- d ~ I i
-l I I
I I I 1
I f I I I I
Proctpr Soil DestripYian ~YTaxlmum Clptimuin % Compatcion Ylethad
N'wniher Dry L7ensity Maisture Cantent Required 5iandard/ModiFetI
f I f
- P I
r I I !
! C I I
I~1~Strsts £Lepresenta4ive: 5ignature: t, Page ~ of ~
~
~
- ~ STRATA, INC.
~ T iR ~ 1 ~ 1620N Mamer Raad. #C 1OO
10198 SpQkane, WA 99216
~ {509} 8g1-I J04 Fax {569}' 891-2012
t
~ GE0TQG}1rvICAL EN6.NEEA-Q b MRTERIAL3 TQ$Tiry@
10020 Essi'7GzoxAvflnue Suite 200, Spokane, WA 9920&4748
' 509 8H7-79041Fas 509 831-2672
' Prf3jeCt D71.~~ Report
~
Mr. Ken Tupper
' 322 N L1niuersity
Sgvka.ne, WA 99206
I Prvject Name: Aleffi Addition, 8th and BQwdish
Date: December 18, 2002
Client Na: T[.TPKEN
' Prv3ect No S02200A
Daily Na: 013369
Permit NQ.: Unkaovvm
Address. S`h andBvwdish
r:
Inspectaon Compaction
~ Pez-sonnel: Scott Wise
-i Page ] of 2
Naz-rative. Strata was on slte ta observe earthworlc pracess and pexforrn in place densaty tests
_ for the sewer stuh ❑utlmarrihole trench Iine at 8'h and Bowdish.
LJsang a Troxler 3 )41 iB nucleax densorneter Strata perr#'Qrmed five in p1ace density
tests on tkae upper lift of subgrade matexial in t-ie above rnentioned area. The test
' result at the four foat level was 94°fa, the fiwa test results at the two feet below
subgrade leve1 were 95% and the two test results taken at subgrade leveP were bath
, 95%. A11 tests were based an a 141.0 pcf mQdafied proctor value. Strata also
performed thxee in place deraslty tests on the fiop eourse materiz] Fn ihe manhole
area, arn average of 91% af a 140 5 pcf modi#ied was achieved.
SincerelY,
S TRATA. Tir1 C.
' 1Rick Wovdworth
_ Area Manager
Distribution VVyatt Engineering
Eller Corporativn
aoAHo wAsHrNGrpN aaEGoN wYoMirrG MaNTANa u-rAH NEVADA
FIELD flENSITY TEST REPORT
Report No 1369
A1efri Arfdition, Sth and Bowd'ash Prvject Na Ti3P}:EN 502240A !
1211$102 IWeather Gvercast, 32°F Test Method Nuclear ~
p~at~an At manhvle between 7th and $th in alfeyway.
liPersonncl SCott WzSe
Eenera} Contractor Eller i$ugenntendent Charlle
IlEarrhWark Contractor Elier lFc,reman Charlie
7est Prnemr Pra6e Test Moisture Test Dry Densin• Pereent
''Vum6er Test Location Elevatian' N¢mber Depth Content % pcf CompacLVn AemarP.s
II 4' frelav~
1 2' east side of manhale suherade 5L 1Q721 6" 67 1329 94°/0
' 2' belo« !
2 _ b' cast side of manhvle subgrade 5L10721 6" 7 3 1346 95°a
2' beWx
y' west side of manhole subgrade 5L1a721 6" fi 2 1343 95%
I~ 4 Y 2' west side of manhole subgrade 5L16721 5" 8 7 134 8 9b°/o
I~
8' e3st ofmanhole su6Grade SL1072I 6" 90 1340 $7%
6 2'.t•esi ofmanhale cop course SL][1724 85 5 $ )278 91°/a
' i 6` easF of manhple tap course 5L1 C1724 SS 6 2 1276 91°/0
2' snuth of manhole cop course SL 1 p7?4 BS 64 1280 RI%
ifll
I~
~
-
, Nrcactor Maecmum L7ry Uptimum Moisturc % Compactinn Nlclhcid
4umber Soi] Dcsceiption I?ensity Cnntem Acqwred StandxrdliNad3fied
JI S1_ 10721 ~ $rown Sdn 5and kvith Grave] I 141 0 ~ 45 ~ AA51•1T0 T- 180 ~
1] 07241 Light Brown 5i1l,. GravcE Basr C«urse f~ I40 5 3 7 a I .AA51-17'CJ 7--180 ~
` I-G = 1'rFrrtilr Grudi BG = Befox Grarlr• ,5G =.Cuhgrudc• ItUh' _$urronp of I -o oEvzG
.,~Fk~....,..a..,,~.,...~,a~~
70020 East Knax Averwe Sutle 206 Spokena WA 99206-4748
509 897-1904 1 F&x S69 895-2012
12/23A2e02 15:26 5e98512012 sTRATA INc PAGE e3
~`~tRATA PROJECT DAcLY REPaRT N?
. Prelimr~ary of
Clieni
' Pro,ect Address. i~ Praject No.
D~te_ s~ • J~ Parmi4 Na
Cpdes Pr3jeCt Tirvte Mob T€ff* ~ Miles ~ Per Diem Lodgsng
' ~From Tc HQUrs f Frosm Ta Hvurs ~ ~8 L D~ $
r0 I~ I~ I
~ ~7 6-o
Ebll1PMENT Nuke• Mobile Lab; t'orque Wrench - Re6ar Loc
Other (describe) Weather:
~~l ~ ~~t.y i • t~-~'~~r ~ ~G'~~~~ ~ u~~ ; a-~ ~
Appf7+1eSf F'lan5 on Site' Yes Nv Oate: Architect,
7Ype t71' TestlIRSp: ;;`LIri
RefiCiencies &:'lz~i-
Action(s) Talkerr.--l7p
- Results Repor"le(i tv'
, alv'zul a# 1, #J Y-49-
~
N a rraf ive• -31,12.wr,r? f.•.~ 3 .~,rv ~ s', ~ -A: ~r •U ~ . 02-.,
,'r--
!rl ` ~ s ~r ~+~°~:~C ~~i .~f,Jd/~' S ~.LF~ ! I.s~~i~f ~ ~ ° ~`fr4.rC` ~ 9- i
~a~~.n~ ~r ~I ~~ti.►~~' f ~ ~ ~0`~-~
..+.o- r k: S.~ ~~I Ii~~`'~S TYrJ ~~~L. r~t .~1;/~jds.~ .~7~~l'.t~` l°'-~ P,~P...C /•-~-~..~'l ~`~l
- Gr~r.~'~ . I ~IC, ~ 1 l~ ~r'hy! ~G. ! •4/ ~ A. el/ , _ 1 ti%f r~ ~le~~~ / s~d~~ ✓ ~w.'~~
IC~'/ -~",v'. ~',~r~~s a rz W ~ c:.•a~l~~ ~ 5 r~.~~ ~r~~'~ ] s.~d7 -~1~1~ r~F~o~~1 ~s~~`1
4v) ~ ~ . I~~1 *~~r~ ~ ~ ,~r ~ ~e~'s &Sr~ 0i
~ •rt ~'t' ;_Pi~6~?' ~ ~.1" ~~r~~J~l~~~~,~ ~1 1ti ' F~~ ~'~C.2'. ~''a'P] ,~ir~l i~S,~~ C7+~~ i"~.
J
0%tW 1Iit , i At fl.s3 &-sc; tt' Z'rl a C4~ a.'' ~ ~ ~ ~f+
CA a 71 r$
I ~ sam~~~ Typ'e' I C~.., = set No.
~ M;x No ~ 'SlurnP # ~ - Nlix TernP, OF
Ticket Nv, i ~ %Air J ` Tota! Yd' I ~
- ! fLlGk No. T8if'4p, 1 rt1ck Yds
$r,"~.RtPlB(S) Obtaif'red
Descrefl'ri,ga
1 Strata Representat"svv
2 Reoeivee By:
l2l23/2002 15:28 5956512012 STRATA INC PAGE Od
~I ELQ D ~~~T Fi EPO RT
Pitparc Nit 13er -51
Projcct Na.:
{ S7aIt:1A ~~Y~~r i:P u~ctk` 4~,~ ~ l~'SSYriir• f►~r'• Tr.yCmcshod: i ~
~ ~L ~ ~7 a e: It ~'r1'~- QP~ss S•a " CI'?.r !
_ _ , • , r-
1.~~~^aLi~n~ ni' h~31~ Zr I~ v c+'t.s-+ 7~°
S.ineeui C:enarnitnr: l'upvasuseexd~~ni_
i'rrsc[or t tsihc ~ 'Fr.¢& Maia: "Cc.K E?ry ~ Farr~nl
~;vurnber Tcie i,Iw:414131 l•:l~V ~ Namher Depsh ~ c'unteos n D+.rnley pcf l Gornp:utinn ~Ei7'~arks f
i R
IV 139 a
q ~ s►~€ 1T~.~ b ~5
5"; I o•~--~~ ~ ~ !+~l v ~ ~ ~ ~ ~ ~ ~ 1.v, c ~ 9~-
T-t-. I,Lj~, f ~ 7-79 1 92. C,~
,
0( rb-olt vNeI~ _Q iq
k4 If.'Tc. ►i
~
I I l i! I ~ p~
~
P:acGar 5as113rs~`i~~gn . ~Hax~m~sn +3gtimum 'fa Cnmpactio~ ATel3sad
{ "iurnb-er Dry peru+ly MossUee Carttrnt Repdsred StandarcL'Madiiird
f
~
I f i~ I _i I
~ _ . : „ , ~
~
~ 5trOM ~a~meretstir~: . I~j 5ignsturc•~ ~ +r' . . . I P-61~s IC ~
, ~ - ~ 5TRaA. ~r
~ ~ v ~ ~ ~ ~ t~,2~3 N. net~er Rvod,
Spokanc, WA 97
, ,r (509) 89 €-1904 Fax (509) 891-2f
~
-LD DENSITY `FEST REPORT~N~ ~ Y
Repvn Id[y
~ Yrojcet Praject No.: ' I
i
f
ater~l~~ T7ay Qf Week: kJ~ ~,~yl . 3~~ ~'PSt kTet'hosl:
_ I"`Lor.ation of Fill: ~ ~ ~ ~S~J ~ s~9(~ ~'•'~'~"J`' z~ ~ c ee ~w-r~n
1 Genera! Ckntraetor: SuperinEendent:
I
! Earthwark Cantractor: Foceman:
5'est Practor Prohe 'Sest Moisc Test Tlry Peccent
Numher 'C'est Locatian Elev Number ' Uepth C9nYent % Dersity peP Compachan Remae€cs
d
/i 2
i, Sr.~~ ~ 0,dnl&4_r Z d Sy J ~ I 7 3 2, I 131'1 "6
i r I
-7 % ~ r ]3 (l 3 -2,,~%
a ~j+.,,~tqv ~J~%Fl 5ft I ~ f ~ ' :1 ~r~ I I ~ ~i~ ~ • ~ `~iD
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~
;6 t.' ~
I 31%
~ ~ F+•~ ~,;~t~:i~l ~ ; ~ ~ ! ~ ~ ~ 1 I Lf -Z, ~
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I P f I I
C f I a i I E
I I I I
~ I I I ~ I
I I
I I I ~ ~
~ ~ - f ~
Prvctnr 5ai1 Fesenpuon IVlaximum C1ptunum % Cnmpaetion Method
_ PYumher Dry Density i1+Iqisture Canteni Required 5taadardlMo3iCed
~ I I I
-I E ~ ~ i f I
f - I
I _
i. `
[,'5trata Representat9ve: Signature:'-j I - Page7 aP 7.
~ STRATA, INC.
1620 N. Mamer Road. #C ] OQ
Spokane, WA 99216
_ 1~$ ~ f5(]91 R91-19[)4 Fax (5(39] 891-2012
- . ~ - °
kTA PRC]JEC7 DAILY REPaR T
Prelirninary ❑f
Project AoJr']x'?, ClFent No- .
- rafect Address r~~7G~~~: r~ c, J~.>~..~~ Pro}ecf No
ate 12- - /,q Permit No:
Codes Project Tirne RRoh Time Miles Per []iem Lodging ~
From TO Hours From Ta Hours B L D $
~1 I ii I P IA ~1 ~ II
EQUIPMEiVT Nuke Mobile Lab- Torque Wrench Rebar Lac
Oiher (descr4he)_ ~ , Wea#pher ,
/ !_Y~lV.3~ r • 1.~ ~J&- d r~ ! vai6Cd4
Approved Plans an Se#e: Yes No aate Architect
Type of TestlCnsp:
Deficiencies
Actian(s) Taken Y%M,Y4.
Results Reported tea ~~,~~~f,•~ of
vf
.
Narrative IJJV;
l~r'1 ~ i~~r`~~ ~~`i`71.~ ,L~c.f'~ -re,- ~~Jf _.'.,^'~r~'~~~:n~ ~T~r.L't'~".~v.~✓:.%'~%'"~'~'J,^S ~3~_ ~.~~'s.~'~~~v?~ ~~~J' ~ ~
'11?wAeZ a.r~~
:r~ ~ { l,~~r ~ti r5 ~~•r ~~~e~f:.~ s-r ~..5~~',~~s~-~~ i:v~~~~ ~r~ -~~~L~ ~i
• ~ ~t 14:w ~ r,.k,151- 42"
~ ~ I /
-!.`.cf,~ ~ s~,~~~irJ ~1 • riTl~: q~ ~~J ~rY ~'~v s-~ ~ A.,J ~''s'' :~'.-~d!~'~~ ~f~e-y
~ ~ s a
a-
~ ~~'il~ .f ~ - ~1~ :J ~~'~~✓/l ~~Yr~ f ~ ` 1~/~ ~~+ur'7C ~'~'~i~ ~ i ~S +~r i
~ a rj~
~ v~'f~~la ^ hr?^ c, ~ll.=+l'~ ~ ~ .~'1 ~t~fJ,~}~, til~~' t~ 3 2 ~ 3,~?")
'?i~. %-i i0,16t 1!4 r
~ Sampie Type r ~ Set Alv.
Mix No SIumP ~ g Mix Temp, °F
T;-.ket N[y. °]o Air TotaI Yd'
; uck No I ~ Temp, °F Tfuek Yd°
5ampie(s} abtained.
C]escrimtian Lacation °
1 5trata Representative
2 Received By
P
9 C-!L
~ CEpTGCwNiCAL ENGiNEGRI[Jp y WJ,,TEiRInL3 TeS TINp
' 10020 Eas[ KnaxAvenue, Suite 200 Spokane wA 99206-4748
509 891-1904 i Fax 505 895-2012
ProjeCt Daily Repart
- Mr. Ken Tupper
I 322 N University
Spakane, WA 99205
Prvject Na.me: Aleffi Addition, 8`t' and Bowdish
Date • December 17, 2002
Client iNv.: T"UPKEN
. Praject Na : 502200A
Da1ly Na.: 14665
Perrm't No.: Uzxkxiawn
Address: 8`h and Bawdish
Xnsgection Pre Canstr.iction iVleeting
Per5on.rae] Rick WoodwQrth
Narrative. At the client's request Strata attended a pre canstructiora meeting alvng with the
owner, civil engineer and contractor.
Sincerely,
sTRArA, rrNC.
. ,
Rick w~~~~ortn
Area Manager
Drstxibution. Wyatt Engineering
Eller Corporativn
lDAHO VIlASH[NGTQN f7REGQN WY(]M3N~', MGNTAN,4 UTAFi NEVADA
!
~ 5 : r-~ a Tr a
pCpYE['i-GAl. EM61NEEi'iINO d b4AT@Riql$ TESTIN6
10020 Eass ecnox A+renua, 5une 200, Spokans WA 89206-4 74 8
5179 891-19q4 1 Fax 5QS 69 i-2S] i 2
Praject Daily Report
Mr. Kcn Tupper
'322 N Univer5ity
Sp~kane, wA 99206
Fro,ect Name: Aleffi Addition, S'h and Bowdzsh
Date: December 17, 2002
Client Na.: Ti]PKEN
. Project Na S02200A
_ Dai1y Na.: 01367
Permit No.: Unksavwaa
- Address: 8`h and Bowdash
Izaspection: Compaction
Personnel Scott Wise
Narrative: Strata was an site tv pez-foran in place density testing for the under~round utility
• stub aut at $`t' and BQwdish. Charlie vf E11er Corp. (on-site superintendent)
ind3cated that they waula not be ready fQr any compaction tesCing until tomonrow
(12-18-02 at 7:00 a.m Befare leaving the sate Strata obtained abulk sazrzple for a
proctor fram the on-site stvckpile ❑f native material.
_ Sincerely,
i ' STRATA.ITIC.
Rsck Woodworth
, Area Manager
Distributian Wyatt Engineering
r. Eller CorpQratiora
IQAHC3 WASHINGTC3N ORE.~',pN 1RIYpMING MpNTANA L1TAFi NE1+'A❑A
1212312002 15:23 5836912012 STRATA INiJ PaGE 02
~ '`'L'F~TA~ PROJEC~ EYAILY REP[~RT ~
~y Frefiii93f'lTiSaty ~ s3'f ~
ClIeP.tNC7 Pjf`7t rLIC~
J . _ ~ . r
P1'UfE'G~[,4[~C~IfL''S PfOf~$Ct 1'~Cd- °r
, Daf e, f2 ~ ~/"7 G? Permfl lYo.
µ I~ Cvsfes Frojeei Time r.~ IU1vb T'srne Miles Per !:}iem W l.odging
- ~ Fr4m To Haurs ~ Fecrn io HoL rs 8 L C] ~
.~.u_.
r I I I l I ~ ~ h I~
EQUfPN1ENT ~ Nuke: Mcabi9e Lah- Torque Wranch V Rebar Loc
C)!har (deseribe)
~P'?y7r.-
f
Approued Pfans on Site. Yes No Date_ Archrtect-
T]IpY af TeStJlnSp: ~~~f~'n ~~-=C?Y~
~ aef~encies' r~I.nE-~ ~
~ Ac1iorr(s) Taken• V/u J) tI! S
- R8561tS RL-^poC*d ta. 4f
pf
~ Nafr3Cive ~ Sx ,q t-4 t,,, ~a4
~ ~7n_ ~d.~ ~S'~-r~•rr , u ~ 1~+'..~_,,_ ~r"~
7 7 j:1,~
L I~ t~ °~~•(~C; ~ 4,~ fJ~.'•~eCn I lrsraGL~~r a~CC"l'~ Hrhr.}~ -7rw,..K~S~+.. 1(7 ~*T
%7~~(~~ ~7~ ~"-~"S'~l r~ r~ ~LYI f7 f ~.tSr~.es+f~r7~~ - I C c `~-J re+fr+ ~ • ~~CA^z fLs 47 ,s r )cle ~
_ ~ ►~1 ~f r C~ t. ~ ~.x ~'C9"
~ -
-
. . J •
k aET1p ie T
y}9B
_ M!x Na SltJi'1°tp ~ - - - M!k Temp, 'iJI ~
,
' Tlcket Na ~ ~ °lo Air ~ To#ai Y[!'
TrQck No ~ - ~ Ternp, °F ( _ . J Truc* Yd3j ~
~ Sample(s) Obtained:
~ ~ descn~ti~n ~ _
~ Strata Representaiive.
2, Received By
r ; t~;v~ •
~ ~
ARCHFTECTi..1RE ° EfUGll'dEERlNG • LAND SURVEYING ■ PLANNING
Spokane Lewiston Anchorage Fairbanks Juneau Paimer
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ProjectTitle Page Title
iN.fl.# Date By Checkecf By
~Cryd ~ ~
NJ~TERI~~ ~~.STS
'
~
5 T F~ ~ ~ ~
J 6EOTEG31N1CAL ENOINEHR1NG ; lMwTERIAl,9 T~gTlpq
7
10020 E Krcn€ Ammxm, SiAe 200, Spukaw, WA W208
5M 891-1904 1 Fm 509 857-2(]12
ApfZl-2$, 2003
Clierit 1Np_ TLJPKEN
Project Na.. S02200A
' Iteference Na.: SL1290
Mr. Ken Tupper _
KJT Investments, LLC
1 22 N. Raymand Rd.
~ Spakane, WA 99206
~
-i
~ prflject Aleffi Addition
Date Received: Agri124, 2043
I3ate Tested Apri125, 2003
Source Iniand Sullivan
Descrintion. Class A
Y.
AAsHTo T-27
Sieve Size ~ Pereent Passin~ Specirieaticru Ran#;e 0
314" 100 1 100
~
112" 95 ~ 90-100 ~
318" ~ 84 ~ 75-90 ~
~ z/4'2 { 6s i 1
~ Na. 4 f 57 I 4e-65
NO 10 37 30-42
No 40 14 1 1-24 ~
No.I0t7 ~ 8 ~
Na 200 ~ 6.0 f 3.0-7I7
AASHT[3 T-308
Percent Asphal.t By Weight af Max = 530%
AASHTO T-209
Maxiinum Theoretical (Rice} Specific Gravfty ~ 154.1 pcf
Sincerely,
~ STRATA, INC. ,
~
Chris McKissen
. Labflratary Supenrisor
r
~
DAHO • WASH!{dGTON • tlREGON •W'fOMING •MONrANA • EffAH+NEVAaA
~
J @BOTSCHNICRL SIVOIRlHBRINa a !.lAYpafAL9 Y'{9711i[3
T
1DQ20 E Krrns Avenm. Suft 200, Spor". tkA 9M
. 505 891-59U 1 Fax 5M 891-2012
Apri128, 2003
Ctietat Na : TUPKEN
Prcrject Nv. S02200A
Reference No • SL1290
Mr. Ken Tugper
K.TT Investments, LLC
i- 122 N. Raymand Rd.
' Spokane, WA 99206
Prajeet: Aleffi Addttion
Date Received: April 24, 2003
I3afie Tested. April 25, 2043
Svurce: War►d Sullivan
Descrimion Class E
'o
AASH7i'[] `I'-27
~ 5ieve Saze ~ Percent Passing ~ Specif cation Range ~
IOi] 99-100
98 90-100
5/8°' 78 67-86
1/z27 72 I 60-80 E
1r4°° ~ 5s I #
I rro 4 ~ 4$ l 34-56
I
I No. 10 r '3 2 I 25Aa I
N N4. 40 ~ 12 I x a-23 ~
N No. 200 . I 4.6 ~ 2-9
AAsgTO T-3as
1'ercent AsghaIt ]3y Weight af Mzx = 4.87 °/u
AASIEIT(7 T-209
Maxiruum Theoretical (Rice) Specific Gravity = 154.0 pcf
- Sincerely,
i71Rt1 iA3 yl\C.
ew,
ChT3S MCKISSeTI
- Labaratary Supervisor
ronrEO • wASKvcTati • oREGaH .HrrflMNG •MoxrAvn • urAw .rEvaaDA
I ~OISTURErDEl VSITY RELAfll IO1 1~~~~ CURVE
AASHTD `I'-184 REC~D APR 18 2003
~ Methad C
~ Project: Aleffi Aadition, 8th & Bowdish GR,ADfNG AAIALYSIS
Client K7T Tnaestrment.5, I1LG SCREEN S12E 9b PASSlNG AS TES7Ef7
File N3I]7e. ~PKIEN S02240A 6 inch
Y]ate Tested. March 27, 2003 a incn
~ incn
Tested By: C. Warrick 2 irct, 100
Sample Nurtaber: SL 1 023 314 1 "eh 84 100
#a scree,
Sample Lor,ation Spakane Rack Praducts
, Sample T.)escription: 1" Minus Silty CRAVEL
Correc#ed Dry ❑ensity, pcf: 14$.0
Maximurn DDensi cf. .'~45.5 Correcte~f Maisture Canter~t, °4: 7.0
• g ry ~ Coarse Aggregate Correctron, 76
~ ~~lIZ1U111 MC3i5tLlr~' COC1tel1t, 40: 7.J~ Bulk SPecific Gravrty {assumed}• 2 65
1
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166 I~ I~`I~. G~ I P f I I~ I ~ f
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144_I
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2 zs av 3-5 4 ~s so s,s 6 &s zo 75 g as scr ss 10 ias 11.0 ii_s 92
MDi51'LJRE °lo
- ' ' Reviewed B
yS - i rZ -
~ ~ ~
GEOTECFfNICA1 ENGIPIEEHINL3 8 ]4RTERIALS FESTINC:
. ~
, MOI5TURE-DENSI~~ ~~~ATIONSHIP CURVE
AAsHTo T- 180
- Metr,od C
- GRADINC ANALYS15
Project• Aleffi Addition, $th and Bowdish SCREFN 5IZE °]o PA551NG p5 TESTED
~ Client: Mt-. Ken Tuppex 6 inch - -
--i File 1Varne: TIJPKEN 502204A a,nen
s inch
_ Date Tested: Deeerraber 23, 2002 2 inch
~Tested By: CWW Na incn tiao ioa
Sample Number- SL 10 724 #4 screen
Sample Lacatian. Not Given
Sample Descrzption: Light Browm Si1ty Gravel
~
g Carrected Dry Density, pcf NIA
Corrected MDisture Cantent, W NIA
Maximum Dry Density, pCfi. 140.5 CoarseAggregateGorrecGon,°Io NJA
170 Qpt3murn Maisture Content, ala' 7 1 BuEk 5pecsfic Gravity (assumed) 2 56
n
C)pt3mum Point
f ~ ~ l I I I I ~ ~ I m Proctor Painfs
56F I ~ ~1., I I I f ! I I-- I-~- ----I--
569 I '~L I I I ~ I I 1 I 9 I I
552 ~ I ~f ~ I I I i I ~ ~ f ~ I I I I
160
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156
154
1.52
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148
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! I I I I I~ I I I I I I`i~ I I I
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436 - 134 f I ~TI s" 1 P f f l i I~!- I
932 I V I I ~ I I I ~ I i I ~ I
! l~ I P I_ I ~ f I I I i I ~
130
k i I f~ I I I I I I I I E~
128
I I I I I~ I!! I I I f f I I I I
126
f I f I~ I I I~ I I f I I 1 tl I l
124
122 1 1 I I I~ I I I I I 1 I I I i I
' 120 -I I 1 I! f ! 1 I 1 1 I! I~ I I
2 25 30 35 4 45 50 55 6 65 ip 75 8 85 96 95 10 105 t1❑ 115 1`L5
MbISTURE °Io
4/1''7 "`~~~~+~.°7
RevieWea By R a ~ a
GEOTECHNI(,AL EMGiM1iEERING 8 MATEREpiS TLS7ING
' z ~~ISTURE-DENsJITY REL1-'iTIONSHIP CURVE
~ A~~HTO T-180
' M8th0d C
~
GRAD!lV+G ANALY515
, Project: A1effi Addition, $th and Bowdish SCREEN SIZE °Io PASSiNG R5 TESTEa
~ Client- Mr. Ken Tupper 6 knch ~
F'ile Name: TLTT'KEN S02200A 4 dnch
Date Tested• J~ecember 18, 20~72 z ~~cr~, aao
Tested By CMM 314 incn sz 7 00
-
Saxnple Number: SL 10721 #a 5c,~en
-Sample LQcation Dn 5ifie 5tockpile North of Trenchline
Sample Descxzption: $rown Silty Sa.nd with Grave2
.
_ Corrected Dry Densi'tyo, pcf: NtA
~Illax~mum ❑ry~ Density, pcf~ ~41.(~ Corrected Moisture Cantent, °o: fV1A
' Cvarse Aggregate Correcfion, °/o NIA
Optimum Moisture Cor~tent, °Q 6.5 6ulk 5peci~ic Gravity (assumed) 2 56
3ss Optimum Poin#
Proctor Pomts
166
,62 -
16o I ~
158 ~
55E I
~sa I -I I ° -
352
- ~ 50 ~
~ , aa 0n
lAE I 7
C
~ _ - w 54d ~
~ 142
~
i°
Ql 4 Q
Z ~
738
$36 ~
134
132 ~
- - 130
' tize I I
126 ~ ~I I
124
122
1201~lill~l ll~l~l ll~ illl
a 45 70 55 2 25 30 35 4 45 50 55 6 65 70 75 8 95 yp 95 10 10 5 11D 11 5 12
MO157L]RE °/o
~r
Reviewea B~~ z S T R a T a
~
GEOFECrVhIICAI EAIGINEERING 9 McPERIALS TE~71NC
S i a~ i e~ ~
~ 6E[7TECMWICAL EMGINEERIHG d MATER1AL5 "tESTINC.a
- 10020 Easi kGrox krenue, Sule 200 Spakans, WA 592064748
i 509 89 i-19pA 1 F8x 509 E91-201 a _
' CONCRETE CYLiNaEFt TEST REPORT
Report to. Mr. Ken Tuppei Report No 1874
KJT Inaesttnents, LLC Date 06l09103
122 N. Raymond Rd. Client hla. Tl1PISEN
Spokane, WA 99206 Project No S02200A
Protect_ Rleffi Addition Perrnit Na .
address 8th & Bowclisn, Spokane, WA
-Contractor Eller Carparation
, Placement Location Far end dnvewaylsidewaIk a# easf side af Wilbur ofF of 9th Ave
- - ~ MATERI'AL5 AND III!!X DATA ~
i_Reported by- Central PreMix Cancrete Supplier- Cerrtraf PreMix
Mix No 305566 Method o€ Mixing
SaeksICY 5 5 Aggregate 5ource
Gement. Water 5aurce
Admixtures Calctum
AEA REQLIlREQ STRENGTH, PSI
SPEClFiGP.TIONS 7 ❑ay
5fump, inches 28 Day 3000
Air Cantent, %
~ FIELO TEST flATA ~
5lurnp, inche5 1112" {RSTM C-143} Truck !Vo 958
Air Content, % (ASTM C-231) Ticket N0 142473
L1nif Weight, pcf (ASTM C-138) TimE Batched 12 57 PM
Canc Temp °F 60 (A5TM C-1064) No CY represented. 'fD
Air Temp, °F 55 Wafer Added, gal
- Ccrncrete Sample[f {ASTM G-172}, Cyfinder Curing (RSTM C-31 )
Tested & Cylinders Casf (RSTM C-31 ) FieEd Cure Days: 1
i' Date Cast_ 04129103 at 1'er4ip Range, °F
i Time 2 15 PM Lab Gured from 04130103
By S Wise DaCe Reeeived 04130I03
~ LAB(]RATCJRY TEST DATA ~
' (A57M C-39)
Sarnple No 1085
, Gylmder Gylinder X-Sec Total Fracture Date Age Cornp
_ID fJiameter Area Load Type Tested Tested 5trengfh
(inches) [sq in) (Ibs) {days} {,psP}
1085 6.00 28.27 100,000 5hear []5f06103 7 3540
1085 5 98 2809 126,000 Shear 05l27l03 28 4490
- 1085 6.00 2827 126,000 sn~~r 05t27r03 zs 4460
, Hoid
cc. 1Nyatt Engirreering
Elier Corpvratipn
Central PreMix
Reaiewed 84Z9-17 _ y. ~ IDAFiq WASHlNGTON OfiEGOPk Wl'DMfiVG - MflNTANA UTAH NEVADR
~
J GED7ECHNlCAL ENG3NECRING 6 MATERI,qlS TES7IPFG
!
, 10020 East Knps Avenue Suite 200, Spokenp, WA 992064748
509 694-1904 ! Fan 5p9895-2012
C❑NCRETE CYLINDER TEST REPORT
- Repart to. Mr Wen Tupper Report No.. 1875
KJT lnaesfinents, LLC Date: 05129103
122 N. Rayrnand Rd. Glienf No.: TL1pKEN
SPokane, WA 99205 Projeci Na 502200A
Ptoject: Aleffr Addition Permit iVo .
AddreSs° 8#h & Bowdish, Spo'kane, WA
Cpntractor: Efler Carporatton
, Placement Loca#ion Northwest eorner, west sidelsidewalks
~ p MATERIALS AND fllll?C DATA ~
Reported by Central PreMix Concrete Suppher- Central PreMix
Mix No - 305566 Method af Mixing,
SackslCY 5.5 Ftiggregate Source:
Cement: Water Source
Adtruxture5 AEA
Calcium REQUIRED STREtJGTH, PSI
SPECIFiCATIONS 7 pay. -
5fump, inches. • 2$ Day- 3000
Asr Gcantent, %
~ F!EL.D TEST DATA ~
Slump, inches 5 112" (ASTM C-143) Truck No.- 0001
Air Conten#, °/o (ASTM C-231) Ticket No.: 349742
, Unit Weight, pcf {RSTM C-138} Time 8atched 7 31 AM
Canc Ternp. °F 60 {ASTM G-1 064} No CY represerrted
i- Air Temp, °F. 49 V'Uater F4dded, gal
~ Concrete Sampled (A57M C-172), Cyhnder Curing (A5TM C-31 )
Testetf & Cylinders Casf {ASTM C-31} Field Cure ❑ays' ~
Daie Gast 04130103 at Temp_ Range, °F
Tome 7 55 AM Lab Cured from 05101103
By S Wise date Received: 05l01I03
J LABORAT8RY TEST DATA ~
_ (ASTM C-39)
Sample Rlo 1307
Cylinrler CyGnder X-Sec Total Fracture Date Age Carnp
ID ❑iameter Area Laad Type Tested Tested 5trength
Pmches) {sq in} (!bs) [days] {psi}
i 1307 6,00 28 27 88,000 Shear C751011{73 7 3116
~ 1307 601 2837 119,000 Shear 05128103 28 4190
1307 600 28 27 124,004 CanelShear 05f28103 28 4390
-i H -
, cc Wyatt Engineering
EIler Gorporation
Centra] PreiVlFx ~
~ Reviewed By: /~~"`7
IaAHC] • WASHIidGT{]I3 ORECC}N WYC]NIING MONTAlV TWH NEIIADA
~
~
' GEOTECMNiCAL ENGINEERINa d MATERIALS 7ESTING 70020 East Knox Avenue. Suile 200, Spokane, WA 99208-4748
509 891-1904 / Fax 509 891-2012 CONCRETE CYLINDER TEST REPORT
Report to Mr. Ken Tupper Report No.. 1793 -
KJT investments, LLC Date 05/22/03
122 N Raymond Rd. Client No.: TUPKEN
Spokane, WA 99206 Project No.- , S02200A
Project Aleffi Addibon Permit No -
Address 8th & BQwdish, Spokane, WA
Contractor Eller Corporation
Placement Locaticn Northwest corner, north side sidewalks
~ MATERIALS AND MIX DATA ~
~
Reported by. Central PreMix Concrete Supplier. Central PreMix
Mix No.- 305566 Method of Mixing-
Sacks/CY, 55 Aggregate Source
Cement. Water Source:
Admixtures. Daravair
REQUIRED STRENGTH, PSI
SPECiFICATIONS 7 Day:
Slump, mches- 28 Day 3000
Air Content, W.
( FIELD TEST DATA ~
Slump, inches 5 (ASTM C-143) Truck No . 35
Air Content, - (ASTM C-231) Ticket No 141657
Unit Weight, pcf. (ASTM C-138) Time 8atched- 7•21 AM
Conc. Temp °F. 61 {ASTM C-1064} No. CY represented: 10
Air Temp, °F 52 Water Added, gal.
Concrete Sampled (AS7M C-172), Cylinder Cunng (ASTM C-31)
Tested & Cylinders Cast (ASTM C-31) Field Cure Days: 1
Date Cast: 04/22/03 at Temp. Range, °F
Time: 8,10 AM Lab Cured from: 04/23/03
By- S Wise Date Received 04/23/03
~ LABORATORY TEST DATA ~
(ASTM C-39)
Sample No 1072
Cylinder Cyiinder X-Sec Total Fracture Date Age Comp
!D Diameter Area Load Type Tested Tested Strength
(inches) (sa in) (Ibs) (days) (psi)
- 1072 6.00 28 27 85,000 Shear 04/29/03 7 3010
1072 6.00 28 27 120,000 Shear 05/20/03 28 4240
1072 6.00 28.27 110,000 Shear 05/20/03 28 3890
H
cc: Wyatt Engineenng
Eller Corporation
Central PreMix
vi wed B~
Re e y
v
IDAHO WASH4NGTON - OREGON WYOMING • MONTANA • UTAH NEVADA
~
s o ~ a ~ a
' GEOTECFiNICAI ENGINEEia1NG d MATERIALS TESTING
tOD20 Eest Knox Avonue, Swte 200, Spokane, WA 99206-4748
509 991-1904/ Fax 509 891-2012
CONCRETE CYLINDER TEST REPORT
Repork to* Mr Ken Tupper Report No.. 1884
KJT Investments, LLC Date: 05122/03
122 N Raymond Rd Client No TUPKEN
Spokane, WA 99206 Project No., S02200A
' Project Aleffi Addition Permit No..
Address: 8th & Bowdish, Spokane, WA
Contractor. Eiler Corporation
Placement Location- Sta 2+94 RiCtr Ln (sidewalks)
~ MATERIALS AND MIX DATA ~
Reported by' Central PreMix Concrete Supplier: Central PreMix
Mix No : 305566 Method of Mixing:
Sacks/CY 5.5 Aggregate Source:
Cement. Water Source.
Admixtures. Calcium
Daravair REQUIRED STRENGTH, PSI
SPECIFICATIONS 7 Day:
Slump, inches* 28 Day- 3000
Air Content, %
' FIELD TEST DATA ~
,
Slump, mches: 5 (ASTM C-143) Truck No.: 959
Air Content, % (ASTM C-231) Ticket No.: 141737
Unit Weight, pcf (ASTM C-138) Time Batched: 8-12 AM
Conc Temp °F 61 (ASTM C-1064) No CY represented- 10
- Air Temp, °F: 52 Water Added, gal..
Concrete Samp{ed (ASTM C-172), Cylinder Curing (ASTM C-31)
Tested & Cylinders Cast (ASTM C-31) Field Cure Days: 1
Date Casi. 04/23103 at Temp. Range, °F -
Time 8:40 AM Lab Cured from. 04l24l03
By: S. Wise Date Received. 04/24103
~ LABORATORY TEST DATA ~
(ASTM C-39) ~
Sample No.. 1291
, Cylinder Cylinder X-Sec Total Fracture Date Age Comp
ID Diameter Area Load Type Tested Tested Strength
(inches) (sq in) (Ibs) (days) (psi)
1291 6 00 28 27 82,000 Shear 04/30/03 7 2900
1291 6 00 28.27 107,000 Cone 05/21/03 28 3780
1291 6 00 28 27 98,000 Shear 05I21/03 28 3470
H
cc: Wyatt Engineermg
Eller Corporation
Central PreMix e_~~
Reviewed By*
~
IDAHO - WASHINGTON OREGON • WYOMING MONTANA UTAH • NEVADA
~ + . .
s ~ iR a R~~'D JUNI 9 2003
' GEOTECHNICAL ENGINEERING d MATERIALS TE$TING
tOQ20 East ICnox Avanue, Sulte 200, Spokane. WA 992064748 i
509 891-1904 ! Fau 509 891-2012
CONCRETE CYL{NDER TEST REPORT
Report to Mr. Ken Tupper Report No.. 1882
KJT Investments, LLC Date: 05119/03
122 N. Raymond Rd Client No.- TUPKEN
Spokane, WA 99206 Project No. S02200A
_ Project: Aleffi Addition Permit No.
Address 8th & Bowdish, Spokane, WA
Contractar. Eller Corporation
rlacement `ocaticn* Sta 3+86 5(curb repfacement). .
~ MATERIALS AND MIX DATA ,
Reported by- Central PreMix Concrete Supplier: Central PreMix
Mix No 305566 Method of Mixing.
Sacks/CY 5.5 Aggregate Source:
Cement. Water Source:
Admixtures. Calcium
Daravair REQUIRED STRENGTH, PSI
SPECIFICATIONS 7 Day.
Slump, inches: 28 Day: 3000
Air Content, %
~ FIELD TEST DATA . ~
Slump, inches. 5 1/2 (ASTM C-143) Truck No.: 958
Air Content, % N/A (ASTM C-231) Ticket No.. 141607
Unit Weight; pcf- (ASTM C-138) Time Batched. 11 01 AM
Conc. Temp. °F. 56 (ASTM C-1064) No. CY represented: 7
Air Temp, °F: 68 Water Added, gal..
Concrete Sampled (AS7M C-172), Cylinder Curing (ASTM C-31)
Tested & Cylinders Cast (ASTM C-31) Field Cure Days- 1
Date Cast: 04/21/03 at Temp. Range, °F•
Time- 11.45 AM Lab Cured from: 04/22/03
By. S Wise Date Received- 04/22/03
~ LABORATORY TEST DATA ~
' (ASTM C-39) Sample No.: 1071
Cylinder Cylinder X-Sec Total Fracture Date Age Comp.
ID Diameter Area Load Type Tested Tested Strength
(inches) (sq in) (Ibs) (days) (psi)
1071 6 00 28.27 56,000 Cone 04/23/03 2 1980
1071 6.00 28 27 90,000 Shear 04/28/03- 7 -3180
1071 6.00 28.27 109,000 Shear 05/19/03 28 3860
1071 6.00 28.27 106,000 Shear 05/19/03 28 3750
cc, Wyatt Engineering
Eller Corporation ~
Central PreMix
Reviewed By
IDAHO • WASHINGTON • OREGON • WYOMING MONTANA UTAH NEVADA
~
GEQ7ECHNICAL ENGINEER3NS'.v 3 MA7ERIA'LS TE$TING
I,
i~'J'20 Easl KnaxRvanus, Swss 200, 5pakane WA 992084 748
; 505891-59047Fais509891-7012 ,
Ct]NCRETE GYLINDER TEST REPOR7
Report to Mr Ken Tupper Reporf NQ :'i864
, KJT lnvestments, LLC [3ate: 051121b3
122 N. Raymond Rd. Client hlo. TUPItEN
5pokane, WA 99206 Project No: S02200A
-
prnject_ Aleff Addition Perrnit Nca
Atfdress Sth & Bowdish, 5pokane, WA
, Cnnfractor- Eller Corporation
Placement Lacatian: Sta. 21+25 Gurbs
MATER3AL5 AND MlX DATA ~
_ Reprarted by_ Centrai PreMsx Cancrete Suppliet Central PreMix
Mix No-• 321114 Method of Mixing-
SacksdCY 5 Aggregate Snurce.
Gement. Water 5ource.
AdmFxtures_
REQU'IRECI STREN(;TH, P5I
SPEC1FkCATIDNS 7 pay
Siump, [nches- 28 Day. 300(}
` Air Cantent,
~ FIELQ TEST DATA ~
51ump, inches 1112 (ASTM C-143) Truck Rla.' 39
flir Coratent, °!o. N!A (ASTM C-231) Ticket Na: 141279
Unit Weight, pcf: (ASTM C-338) Tdme Batched S 40 AM
Conc Ternp. °F 61 (ASTN1 C-1 064) N❑ GY represented: 10
Aic Temp, °F 45 Water Added, gal
_ Cnncre#e 5ampled (ASTM C-172), Cyl'snder Curing {RSTM C-31} -
Tested & Cyhnders Cast {ASTM G-31} Field Cure Qays 1
i Date Cast: 04114103 at Temp Range, °F
Tirrae. 9-30 AM Lab Cured frQm 04f15l03
8y S. Wise Date Receiaed 0413 51fl3
~ L.ABaRAT(]RY TE57 DATA ~
(A5TiN C-39)
Sample iVa 1054
' Cylmder Cylincter X-5ec Tafal Fracture flaie Age Comp.
IC] C3iameter Area Load 3ype Tested Tested Sirength
{irrcYres} {sq in} (lbs) {days} (psi)
- 1054 6.00 2&27 75, aoo cflne 04121/03 7 ~650
' 1054 600 28.27 100,000 sh~~~ 05~12103 zs 3540
1054 6.00 2827 102,000 shear 05112103 z$ 3610
H
cc Wyyatt Engineenng
~ Eller CaePoratiora
Central PreMix T
Reviewed 6y:
IDRHO WASHfNGTOiV DREGC?N WYOMING MQNTANA UTAH NEVADA
~
s i r'~ a 7 a
10, GEO7EGHFiiGAI ENGIM12E1MG a MATERIALS TESTING
10020 Eass Krerlx Avenua, Suna 200 5pokane, v4A 99206-4798
509 697-59641 Fax 509 897 -2p 9 2
CC3NCRETL GYLlNDER TEST REF'qRT
i
~ Report to Mr Ken TuPper Report No . 1$75
, KJT Investments, LLC Date: 051121O3
122 N. Raymarrd Rd Clsent No.- TLIPKEN
5pakane, WA 99206 Project Na. 502200P,
, Project Ale#f Addition Permif No
' Address 8th & Bowdish, Spakane, WA
Cantractor: Eiler CorpQration
PIacement L.vcatian Northwest corner, west sidelsidewalks
MATERIALS AN❑ MiX DATA 1
Reprarted by Gentraf PreMix Concrete 5upplier Cen#rai PreMix
Mix N~__ 305566 Methad af Mixing -
Sack'sl,q1' 5.5 Aggregate Saurce-
Cement Water 5ource
Admixtures AEF,
Calcium REQUIF;ED STRENGTH, P5I
SPECIFICaT1C31V5 ' 7 Day-
Slump, inchES' 28 Day 3000
( Alf GQfYtellt, °/v
~ FIEL.❑ TEST DATA ~
5lump, inches 5 1l2" (ASTM C-143) Truck N❑ - 0001
Air Content, % (ASTM G231 } Ticke# No 349742
Unft Weight, pcf (ASTM G-1 38) Time Batched. 7 31 AM
Canc Temp °F 60 (ASTM C-1 054) No CY represented
Air Tem{a, °F 49 Water Added, gal.
Goncrete Sampled (ASTM G-172), Cyfinder Curing (ASTM C-31)
Tested & Cy#inders Gast (ASTM C-31) Fiefd Cure Days: 1
Date Cast- 04130103 at Temp Range, °F.
Tfme. 7.55 AM Lab Cured irom: 05141103
By. S Wise Date Received 05101l03
~ LABORATQRY TEST DATA ~
(ASTM G-39}
ia371p1e Nn . 1307
Cyiinder Cyiinder X-Sec Total Fracture Date Age Comp.
Id Diameter Area Laad Type Tested Tested Strength
- (mches) (sq in) (Ibs) (days) (psi)
1307 5.00 28.27 88,040 Shear 05101103 7 3116
1307 05128103 28
13[]7 05I28103 28
H
' cc Wyat# Engineering
EIler Carpvratcan "
Central PreMix
Rewiewed By-
!C?AHO • WRSHINGTON C]REG6N WYOINiNG MOiVTANA UTAk9 NEVAC]A
io-O 001.
- S i ~C
GEO7ECFkEVICAL EH[,INEEFf1f•IG g pARTERIRL$ 7ESTiNG
. 10020 E351 ftnne Aranu9, Suila 200 $pnkana, WA 99206-a748
509 991-19091 F ax 509 8 J 1-2012
CC]NCRETE CYLINaER TEST REPDRT
Report to Mr. ECen TuPper Report No :'88'4
' fiJT irruestments, LLC Date- 05112103
122 N Rayrnarad Rd Cl3ent No.. TUPKEN
Spokane, V11A 99206 Prnject Na : 502200A
Praject AIsfiF Acfdetian Permit {Vo.'
Address 8th & Bowdish, Spokane, WA
Cantraefor- Eller Corprration
' Placement Locatian Far end drivebvayfsidewalk at east side rf Wilbur ofF Qf 9th Aue.
M'ATERIALS AND MTX aATA ~
Reparted by Central PrelVlix Concrete 5uppiier Central PreMix
Mix IVo; 305566 Method of Mixing
5acksIGY 55 Aggregate Saurce -
Cement- rlVater Source
Admixtures Calcium
AEp REC]U1RED STRENGTFP, PSI
SPECIFICATIfJNS 7 pay
Slurnp, inches 28 Day 3000
~ Air Content, °/o
~ FlELD TEST QATA
Slump, inches. 'i 112" (ASTM C-143) Truck No.: 958
Arr Gantent, % (ASTM C-231 ) Ticket Na. 142073
L1nit Weighf, pef- (ASTM C-138) Time 8atchec3 1157 PM
Cone Yernp °F 60 (ASTM C-30E4) No CY represented 10
Air Temp, °F. 55 Water Added, gal
Cancrete SamPled ASTM G172 ,
- ~ ] Gylinder Gurtng (ASTM C-31)
Tested 8 Cylinders Casf (ASTM C-31 ) Field Cure ❑ays: 1
Date Gast: 04129J03 a# Temp Range, °F:
Tirne. 115 PM Lab Cured fram 04130f03
By S WiSe Date Received: 04l30l03
~ LABOR►arvRY TEsT ❑ATA f
(ASTM C-39)
Sample N0 1085
, Cyhnder Cylinder X-5ec TQtaI Fracture Date Age Camp
!D DEamefer Area Load Type 1 ested Tested 5trength
{tnches} (sq fn) {1bs} {days} (pSi)
1085 600 28 27 100,0005hear 051b6103 7 3540
1085 . 05127103 28
1085 05127103 28
Hofd
cc: Wyatt Engineenng
Eller Corparation
Central PreMix
Reuiewec# BY:
~
Ii7AHQ WASHINGTON OftEGDN WYC]MiNG MaNTAivA LJTAH NEVAl7A
~
S ~ r~ q ~
GEC]TECMI+iICRL EHGINEEAING d MATEFIALS'PES7ING
r,
t0M Eust Knox Avsrnae, Suila 206 Spokens wA 98206-4749
503 8S7 -19041 Fyux 508 891-20 t 2
CDNGf~ETE CYLINDER TEST REPC}R7
Repart to- Mr Ken Tupper Rep❑rt No 1793
~ KJT Crrvestmenfs, LLC Date: 05108103
122 N. f;aymond Rd. Client No. TUPKEN
Spokane, WA 99205 F'roject No S02200A
, Project: Aleffi Addition Perrriit No
Address $th & Bowdish, SpQkane, WR
Contractor EIler Carpara#ion
Placement Location IVnrthwest carner, north side sidewalks
~ NlATERIALS AND MIX []ATA `
- ~
_ Reported by Cera4ral PreMix Cencrete Supplier Central PreMix
M[x No- 305566 Method ❑f Mixing
SacEc`sICY 55 Aggregate Source:
Cement Water SQUrce
Admixtures- [7aravair
FtEQL1IREf] STRENGTH, PSI
SPECIFfCATIrJNS 7 pay
' Slurnp, inches 28 Dav= 3000
~
air conten#, %
~ FIELQ 7E5T DATA ~
5iump, inches- 5 (ASTM C-143) Truck No - 35
Air Conkent, (ASTM C-231) Ticket Nn ` 141 657
Unif Weight, pcf (ASTM C-138) Time Batched 7 21 AM
Conc Ternp °F- 61 (ASTM C-1 064) iVa. CY represented 10
Air Temp, °F 52 Water Addecf, gai
' Concrete 5arrtpled (ASTM C-172), Cylinder Curing (RSTM C-31)
Tested &Cylinders Cast (ASTM C-31 ) Field Cure Days Z
❑ate Cast: 04122103 at Temp Range, °F:
7ime: 8 10 AM Lab Cured from: 04123P03
By 5 Wise Qate Receiaed- 04123103
~ L.ABORATORY 7EST DATA ~
, (A5TM C-39)
Sampfe No - 7 072
Cylinder Gylinder X-Sec Total Fraeture Qate Age Comp_
ID Diameter Area Load Type Tes#ed Testect Strength
{inches} (sq in) {lbs} (days) [psI)
1072 6.00 28.27 85,400 5hear 04I29103 7 3010
1072 . 05120103 28
1072 05120l03 28
. F£
. . cc INyatt Engineerirag
- Eller Corporation
Central PreMix
1
, Reviewed By'~~
el;~yk""z
ICdRNC3 WASMfNCaTC]N t7REGON WYOrV11NG MONTANA - L3TAH NEVADA
~ GEQTECNttICAt- iEfJGINEEFilfV(3 S J4fATEA]At5 TE$TING
V
tE7020 East Kr,cx Arsrwe, 5cnle 200 5pokana, WA 952O$-4748
, 509 991-19091 Fax 509 091-209 2
i
I , CONCRETE GYLINDER TEST REPQRT
Repvrt ta- Mr Ken TuPPer Repcrrk No. 1882
i KJT Investrnen#s, LLC Date' 05108I03
122 N Raymond Rd, Clien# No TUPKEAI
Spokane, WA 99246 Projecf No ' SQ2200A
Prmject: Aleffi Addition pefmit NQ
Addfe55 8#h & 8owdish, SpOkane, WA
Corrtractar Eller Corparation
! Placement Locatipn Ska 3+86 5(curb replacement)
- s.
, I MATERlALS AND IVItX DATA j
_ Reported by Centrai PreMix Concrete 5upplier Central PreMix
Mix hlo- 305566 Methad of Mixing
SackslC`f 55 Ag9regate 5vurce
Cement= Water Saurce:
p+drrrixtures Calcsum
Daravair REQUIRED STRENGTH,'PSl
SPECIFICATIdNS _ 7 Qay
' Sfump, inches 28 ❑@y: 3000
~ Air Cantent,
~ F1ELD TEST aATA ~
51ump, inches 5112 (A5TM C-143) Yruck No.: 958
Air Content, NIA (ASTM C-231) Tic9[et lilo.. 141607
IJrsit Wesght, pcf: (RSTM C-138) Tome Batched: 11 Oi AM
Conc 7emp °F. 56 (ASTM C-1 064) No CY represented- 7
Air Temp, °F E8 Water Rdded, gal
Concrete 5ampled (ASTM C-172), Cylinder Gunng {ASTM C-31}
Tested & Cylinders Cast (ASTM C-31) Field Cure Days 1
Date Cast 04121l03 at Terrrp. Range, °F
Time "E 145 aM Lah Cured from 04122103
8y, S Wise Date Received 04122103
~ LABORATC3RY 7ESY DATA ~
-
(ASTM G-39)
Sample No 1071
Cylinder Cylinder X-5ec Totai Fracture qate Age Ccmp.
ID Diameter Area Load Type Tested Tes#ed 5trength
(inches) (sq in) {Ibs} {daYs} (Psi)
1071 600 28 27 56,000 Cone 04123103 2 1980
1071 fi OC1 28 27 90,000 5hear {}4128103 7 3180
- 1071 05119103 28
0511910? 28
cc 1Nyatt Engineering
EIler Carparation
C$fltral F'fEM1X r
, Reviewed By:
IDAHO • WASH1N'aTdN OREC,QIV WYDMING MQNTAMA • UTAFf NEIAf7A
~
~ GEOTECMh1iCAL £iJG[NEERING 6 MR7ERlRLS TESTING
14020 East }inax Avenue SuitB 200, Spqkana WA 99206-+3348
509 997 -1 @p91 F,ax 509 991-20i 2
, CONGRETE CYLINDER TEST REPORT
Repor# ta- Mr Ken Tupper Report No _ 1884
KJT Envestments, LLC Date 05f07l03
_ 122 N Raymand Rd Ciient No TUPKEN
Spokane, WR 39206 Praject NQ. S02200A
, Pro1ect. AIefF Addition Perrnit N❑
Address 8th & Bowdish, Spakane, WA
ContTactar Eller Carperation
PPacer-nent Lncstian 5#a. 2+94 R,rCtr Ln ($idewalks)
~ MATERlALS AN❑ MI% DATA j
Reported by Gentral PreMix Cancrete Suppher Centrai PreMix
Mix dVa . 3[}5565 Method of M1x3ng
SacWs1EY 5.5 Aggregate Source. ,
Cement Water Source
Rdmixtures Caicium
Daravair REQU1RED STRENGTF-f, PSI
SPEGIFICATIQNS 7 Day
Sfump, inches: 2$ Day 3000
, Air Cantent, %
~ FIELD TEST DaTp ~
Slump, inches 5 (ASTM C-143} Truck No.- 959
Air Content, °/d (ASTM G-231 ) Ticket iVn - 141737
, Llnit Weight, pcf (ASTM C-138) TirrEe Batchecl. 8 12 AM
Canc 7err-rp °F 61 (ASTM C-1064) iVo CY represented 10
Air Temp, °F 52 Water Added, gal :
_ Concrete 5ampied (ASTM G1 72), Cylinder Curirrg (ASTM C-31}
Tested & Cyd€nders Cast (ASTM C-31) Field Cure Qays- 1
❑ate Cast 04123103 at Temp Range, °F
, T3me. 8 40 A1V1 Lab Cured fram: 04124103
By 5 Wise ❑ate Received: 04124103
L►4BORATORY TEST DATA ~
(ASTM C-39)
5ample No.. 1291
Cylinder Cylinder X-5ec Tatal Fracture Date Age Camp.
If3 Diameter Area Load Type 7ested Tested Strength
{IRChes} {sq in} (ibs) (days) (psi)
1291 600 28 27 82,000 Shear 04l30103 7 2900
1291 05l21103 28
1291 05/21103 2$
H
cc. Wyatt Engineenng
ElisrCnrparatian "
Ceniraf PreMix , C .
ReWiewed By: ~4,/~/~
-lDANQ WASHliVC'aT(3N 0REGOh! - WYC7MliVG MON7ANA LD7AH hIEVADA
r.Fhy tY' ~ _ ~
~ ~~.5.i`T • .
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~CTION PLANS
gU1LT C''NSTR
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ENGINEERING • LAND SURVEYING • PLANNING • MATERIALS TESTING
a subsidjary of
FACS I IVI I LE TRAIVS MITTAL
TO: John Homan/Colleen Litfle DATE: 06125103
CO: Spokane County PROJ.: Aleffi Subdivision (81i' & Bowdish)
DEPT: Engineering SUBJ.: Swale Areas
FAX#: 4 77-7655 W. O. 68 9 200
NO. OF PAGES (Including this transmittal): 2
The information in this fax is confidential and proprietary and is intended only for the individual
or entity named on the cover sheet. If you do not receive alI of the pages or have received this
fax in error, please notify us immediately at (509) 328-5139.
ORIGINAL:
x KEPT IN OFFICE
TO FOLLOW VIA:
Regular Mail Courier Overnight E-mail
Service
JIESSAGE:
rii John/Collen,
If you have any questions, please feel free to give me a call.
Thank you and have a great day! -
Lisa
CC: Dick Thiel, Inerim City Engineer Fax: 921-1008
Ken Tupper, KJT Investments LLC Fax: 922-0195
SIGNED Lisa Lozano Frey, Civil Engineer, E.I.T.
DEPARTMENT Civil Engineering
WYATT ENGINEERING, INC. t:9W httpwww.uskhcom
❑ 101 Thaln Road Lewiston, ID 83501 phone• (208) 746-2661 fax• (208) 746-6825
■ 1220 North Howard Spokane. WA 99201 phone. (509) 328-5139 fau: (509) 328-0423
ENGIiVEERIiVG • IJAND SURVEYING • PLANNING • fv1ATERIALS TESTlNG
~ ~ ~ ~ a subsWlary m
L4K al Y
June za, 2003
- ; Mr. John Hahmon, P.E.
5pokane County Pubiic Works Qepcrrfment
❑ivision of Engineering and Roads
1 026 W. 8rocadway Avenue
Spolcane, WA 99260-01$0
RF. Aleffi Atfdition - 8'h & Bawdish
Field Modifcations on drainage Areas
Deor Mr. Hanman:
ThiS letter is tfl confirm the current canstructed draincage areas meet the 208 drofnage
requirements an d ccanfarm ta fhe Spokane County Sta ndarcfs far Rac d ❑nd Sewer Consfruction
and the SpaKane Caunty Guidei'snes far Storm Wafer Maraagement.
Fhe designed drainage areas far Aleffi Addifiian had sufficient room to account for the
deceease in swale area due fo fihe relocation and #ield modifiGations made fo clnveways. The
majarity of the change was due to two cirivewrays Iocated on 71F' Courf. Their arigrnal designed
lacation, per crpproved constructian plans, showed they were to be located alang the section
af road where no swale vvas requirecl, in the cul-de-sac. Due ta the home devefoper's Iayouf
far these IotS, the dnvewpys were cansfructed further west. This placed thern in fhe location of
the swales. Although the clrivewrays have kaeen rnoved fram their original location, fihe swaEes
continue to meet the 208 minimurri crrea required far each drainage area. These dnveways sfiiil
remain wifhin the designeci ❑rainage Area - DA5 and C3A6, respeetiveiy. NVy reuESed
calcuiations, submitted to yau on June 5, 2003, shflw these driveway lengths inciuded in the
new caiculations. Zhe fatcrl swale lengfih for these drainage areas have decreased by
_ appraximateEy one dnveway Qn each clrainage area, DA5 and ❑Ab 8elow, is a summary af
, revised drainage areas.
J
aA REQl11REQ VQL.Lf1v1E iCY1 DESEGNED VOLiJME fCY1 GON5TRLICTED VOLUME fGYI
5 282 488 285
d 719 1056 762
It is our understanding that csnce thi5 ietter is submitted, this deviation wi!€ be approved. If you
have any questions, pieesse feel free to cantact myself or Lisa Frey at 329-5139.
5incerely, N~
LQgan, P E
Project lu4anager as,
- USfCN, 1rac. R~29,~.03~E~~.j,~'~~
~ cc Ken Tupper. KJT Pnvestments
~ Lis❑ Frey, USKH, Inc. ~ EJiPIREs 6/22I0J~ ~
1 N6812D0-$#h & Bawdrsh 5ubd\Construcfion\Carespondence\Letters\58120OLfro1 SC wpd
Vlfl(ATT E{VGINEERlNG, INC. jLISR-j htfpJlccnawEeskh Cam
0 107 Thain Road Lewiston, ID 83501 phone {208} 746-2869 fax (20$) 746-6825
■ 1220 NaAh F{oward Spokane, WA 99201 ahane {509} 328-5139 fax (509)328-0423
Wyatt Engineering, Inc.
1220 N. Howard Street
Spokane, WA 99201
Date: Mav 30. 2003 (509)328-5139
Name: Aleff
Basin Name: DA-5 lAsbwR Conditionl, Design Frequency: 10 YR
1. Determine Time of Concentration
Segment 1- Overiand Flow OVERLAND FLOW
Length L= 15 ft(Length) MAX IENGTH = 300 R.
Slope S = 0.02 fUft (Slope)
n = 0.016 Roughness Coefficient (AsphalUGrass/Pasture)
Ct = 0.15 From Figure 3, Page 6-5, "Guidelinees for Stormwater ManagemenY".
Tc1 = Ct'(L'N(S^0.5))^(0.6); From "Guidelines for Stormwater Management°.
Tc1 = 0.2060 min.
Segment 2- Shallow ConcenVated Flow CURB GUTTER
Length L = 95 ft
Slope S = 0.005 Nft
n = 0.014 Roughness Coeffiuent (Concrete)
Depth, y= 0.10 ft. (Assumed depih of flow)
Cross s = 0.020 R/ft
Z = 50.00 ft/ft (Z=1/s)
Area, A= 0.25 ft,(A = 1/2'Z'(y"2))
Q gutter = 0.64 ds (mannings equation flow)
Velocity, V= 2.57 fps (V = Q/A)
Tc2 = LengthNeloaiy
Tc2 = 0.6168 min.
Segment 3- Channel Flow pIpE
Length L = ft
Slope S = fi/R
n = Roughness Coefficient (Concrete)
Diameter = inches
Area, A =
R= D/4 = 0 ft.
Velociry #DIV/0! fps (mannings equalion veloaty)
Tc3 = LengihNeloaty
Tc3 = #DIV/01 min. .
Total Tc = 0 8228 min.
Wyatt Engineenng, Inc.
1220 N. Howard Slreet
Spokane, WA 99201
(509)328-5139
~ Date Mav 30. 2003
Name. Aleffi
Basin Name: DA-5 tAsbuOt Condkionl Design Frequency: 10 YR
2. Determine Weighted Runoff Coefficient (C ) ar Area
Surface Type (sfl (acres) C. CA
Open Land (2% -10% slope) 14709.57 0.3377 0.3 0.1013
Rooi & Sidewaik 5394 36 0.1238 0.9 0.1115
Asphalt, Curb & Dnveway 6760 0.1552 0.9 0.1397
From Bypass DA x
Total Drainage Area 26863.93 0.6167 Sum = 0.3524
Totai Impervious Treated Area 6760 0.1552
' From Table 1, Page 6-2, "Guidelines for Stormwater Management"
Weighted C=(Sum CA)/(Sum A) = 0.5715
3 Determine Duration (fc) = 0 82
Weighted C = 0.5715
Intensity (1) = 3.18 iNhr from IDF Curve for Spokane, WA
Area (A) = 06167
Peak 10-year discharge = 1.1207 cfs
4. Oetertnine Total lmpervious Treated Area = 6760 SF (Inciudes 0 fl2 bypass from DA x)
Required Biofiltration Swale Volume = Impervious Treated Area x 0.5712 iNft
Required Biofiitration Swale Volume = 281.67 cu. Ft.
, Biofiltration Swale Bottom Width = 6.8960 ft
Biofiltration Swale Bottom Length = 66 ft.
Biofiltration Swale Depth = 0.5 ft.
Biofiltration Srrale Side Slopes (X : 1) = 3
Biofiitration Swale Bottom Area = 455.136 SF
Biofiltration Swale Top Area = 682.8240 SF
Btofittration S1wale Voiume = 284.49 CF POND SIZE CHECKS
5. Determine Soil Type- Gamson Gravelly Loam From Spokane County Soil Survey, SCS
Based on the sod type and "Guidelines for Stortnwater ManagemenY', Page 415, the allowable
design drywell flows are as shown below:
Number of Type A(0 3 cfs) Drywells Required: 1
Number of Type B(1.0 cfs) Drywells Required: 0
Outflow (Qo) = 0.3 cfs
Wyatt Engineering, Inc
1220 N. Howard Street
Spokane, WA 99201
~ Date. Mav 30. 2003 (509)328-5139
Name. Aleffi
Basin Name: DA-5 (Asbwit Condition) Design Frequency: 10 YR
6. Determine Time Increment = 5 min.
Elapsed Time Intens Q in Vol. In Vol. Out Storage
(min.) (secJ (in/hr) (cfs) (cu.ftJ (cu.ft.) (cu.ft.)
0.82 49 3694678 3.18 1.1207233 74.14155 14 81084 59.33071
0 0 3.18 1.1207233 0 0 0
5 300 3.18 1.1207233 355.029 90 265.029
10 600 2.24 07894403 486.9154 180 306 9154
15 900 1.77 0.6237988 571.8898 270 301 8898
20 1200 1.45 0.5110216 621.8038 360 261.8038
25 1500 121 0.4264388 646.8162 450 196 8162
30 1800 1.04 0.3665259 665.8989 540 125.8989
35 2100 0.91 03207101 678.8746 630 48 8746
- 40 2400 0.82 0.2889915 698 4306 720 -21.56938
45 2700 0.74 0.2607973 708.5302 810 -101 4698
50 3000 0 68 0.2396515 722.9773 900 -177.0227
55 3300 0 64 02255544 748 1155 990 -241.8845
60 3600 0 61 02149815 777.5421 1080 -302.4579
65 3900 0.6 02114572 828.2326 1170 -341.7674
70 4200 0.58 0.2044087 861.9475 1260 -398 0525
75 4500 0.56 0.1973601 891.4332 1350 -458.5668
80 4800 0.53 0.1867872 899.714 1440 -540.286
85 5100 0.52 01832629 937.7171 1530 -592.2829
90 5400 0.5 0.1762144 954.5154 1620 -665.4846
7. Determine Required Detention Storage 306.9154 CF (See Bowstnng Method, ma)amum value)
Biofiltratin Swale Volume• 284.4900 CF
Required Storage Above Swale: 22.4254 CF
i Swale Top Width: 9.8960 ft
Swale Top Length: 69 ft
Swale Top Area: 682.8240 SF
Biofiltration Slroale Side Slopes (X : 1) = 3
Depth Above BiofiltraUon Swale 0.1 ft
Detention Pond Top Width. 10.4960 ft
Detention Pond Top Length: 69.60 ft
Top of Detention Pond Area: 730.5216 SF
Volume above Biofiitration Swale. 70.66728 CF POND SIZE CHECKS
i e
~ Wyari Engineenng, ine
1220 N Howard Sfreet
5pakane, WA 99201
- (509)328-5139
Qate. Mad 30. 2003
, fVame. RlefFi
F3asm P9arrse. OA-5 fRshuilt Conditian1 design Frequerscy: 10 YR
8 C}etermine Curb dpening-
ra = 0.56•(7-1n)°ts^0 5y(d^t8E3l)
Flow, p= 1 12072333 cFs, Fram Peak Runoff Sectan
, 51vpe 5= 0 005 H1tt
n= D 014 Roughness Caeff"rcient
Crass 51vpe, s = 0.020 filft
2 = 11s = 50 ftlft -
- F3aw Caeptn, d= 0.1630 ft. WiTHIN 169b OF ASSUMED DEPTH FDR SiiALLOW
CONCEN7RA7EQ FLC1W (CHECK)
Gurb OpeniRg at Low Poini (see page 6-40, "Guidelines fiar 5tarsnwater ManagemenY')
Curh Helght (h) = D 5 ft(Type 1Curb Inlet)
_ DisGharge Qn = 1 12107 cfs
Flaw C3epfh, d = 0.1 fi30 {t.
Length of Opening 6 ft.
- (Length ai apening consists of 2[lydmage areas. 3' sump &3° flaw-by infet]
Llse Q= 3.087(L){H"3f2}, 5ptve for H
Depth, F3 = 0 1541 feet
HIFi = 0.9457 OK - Fi1h-1
IlJse & 44. Cur6 f7qenina [Not InGudinp Dnvaway Operain9s] I
Grate Enfet None
~
Wyatf EngPneenng, Inc
1220 N. Ffaward 5treet
Spokane, WA 99201
' Date Mav 30.2003 . (509)328-5139
Name Ale{fi
8asin Name: DA-6 dAsburit Canditionj pesign Fraquency 10 YR
1 I]e#ermine Time of Concentrativn
Segment i- Overland F1ow dVERLANd FLOW
Length L= 46 8(Length) MAX LENGTH = 300 ft
51vpe 5 - 0.01 ftlfi (5fcspe)
i n= 0.016 F2ougftness Caefficient (AsphaltlGrasslPasture)
Ct = 0 15 Fram Figure 3, Page 5-5, "Guidelinees far 5tormsnrafer Managemerrt"
_ Tci = G"t'(R°N(S''0.5)]"(0•fi), Frflm "GvEdelanes for 5t4rmwaYer Management",
Tci = 0.4968
5egment 2- 51ha1law Crsncentrated Fiow CURF3 GuTTER
Length L= 11000 ft
5iespe S = 0.013 #tltt
n = 4 034 Raughness Cvefficient {Concrete]
Depth, y= 0 20 ft. (Assumed depth af flow)
Gtoss s = 0.020 RIR
t = 50 00 ft/i (Z="ils)
Area, ,4 = 1 00 ft [A = T 12"2*{y^2})
4 gutter= 6 5705 cfs (mannEags equation flow)
' Velaraiy, V= 5.5705 fps {I/ = 41A}
Tc2 = LengfhNeiacity
Tc2 = 0 28 min.
Segment 3- Cnannel Flouv PIPE
Length L = ft
Slvpe S = ftitt
n = Raughness Cosfficient (Cvncrete)
Diameter = inches
Area, A =
, R= D14 = Q f[.
Velocity 0 fps (mannings equation rrelaciry]
7c3 = CengtFWelacity
- Tr„3 = 0.00 min.
~ Tota! Tc = 0.78 min
,
' Wyatt Engineenng, Inc
1220 N Howard Street
_ 5pokane, WA 95201
1]ate Mav 30. 2003 (509)328-5135
4Vame A1effi
- Basm Name: DA-S lAsbuiEY Canditronl Desrgn Frequency ?d YF2
~ i 2 Determine Weighted RunafF Cae#firaenf (C ) and Area
I Afea
Surfac.e Type (st7 (acres) C. CA
Qpen Land (2% - i[]°Io stope) 72664 1.6681 03 p.5004
Rovf & SECfevvaalk 21577 04953 09 04458
Asphait, Cvr6 &Dnveway 17253 03961 09 03565
Frorn Bypass [3A x
7otal Clrainage Area 111494 25598 Sum = 1.3427
_ Total Imperviaus Treatsd Area 17253 03961
` Frvm Table 1, Page 6-2, "Guidelmes for 5tormwater Management"
Weighted C={5urn GA}I(Sum A) = 0508962
3. Determine Paak Runaff {Q = CiA}:
€]uration (Tc) = 0 78
Weighfed C = 0.5090
Infensity {I} = 3 18 €rrlhr from IDF Curve fnr Spokane, WA
Area (A) = 2.5596
Peak°!t7-yeardischarge= 4.3426 cfs
4. Determine Voiume of Biofiltraban Swafe,
~Tatai Impervious Treated Area = 47°253 SF (lncludes 4 ft2 hypass from DA x)
Reqwred B+ufiltt'afian Swale llofume = Imperviaus Treated Area x 05712 inlft
Required Biafiltration Swale Veiurne = 718.8750 cu Ft
8ivfiltration Swale Bvttflm Width = 4 fY_
Biof+ltra#ion Swale Bottvm Length = 275 R.
Bfofiltration Swale Deptr, = 0.5 ft
Biofi{6ration Swale Side 5lopes {X 1) = 3
Siofiltration Swale Bottsm Rrea = 1100 5F
Bivfrltrati6n Swale Tpp Area = 1946 5F
i Biofiltratian Swale Vvtume = 761.5 CF PON[7 SiZE CHECKS
5 Determine the llllammum f]utflaw:
5vi1 7ype Gamsan Graveiiy Loam FrQm Spakane Caunty Soil Survey, SCS
Based on the soii type and "'Guide[ines fqr Sfarrnwater Management", Page 4-35, the alEowable
_ design drywell ffnvtis are as shawn beiow
Numher af Type A(0 3 cts) Drywells Requtre£: Q
Mumber vf Type 8 (1.0 cfs) OryweEis Required: 1
Gutflaw {00} ~ 1 cfs
Wyatt EngtneerFng, Ine.
1220 N. Hciward street
5pakarle, WA 39201
Date Marr 30. 2003 (509)328-5139
Name. Aleffi
~ Basin Name DA-fi fAsbudt Canditionl Des3gn Frequency 10 YR
6 Deterrnine Requirec! DetentiQn Siorage Using Bowsfnng Me#hod
lirrie Increment= 5 mirs
, Elapsed Time Intens Qin Vol In Val Ou# 5tar'age
_ {min ] (sec ) {inmr) {cfs} (cu.ft ) Icu.f#.) {eu ft )
0 78 46.55200559 178 4.142629 25$.4159 45 55201 211.8639
0 0 318 4142629 Q 0 f}
5 300 3.18 4.142629 1308357 300 100$.357
10 500 2.24 2.9118078 9737 033 600 1797.033
15 900 1 77 2305803 2711 _718 960 1211.718
20 1200 1 45 1 888935 2296.619 1200 1096619
25 1500 1 21 1576283 2389 374 1500 8893739
30 1800 1 OA 1_354822 2460123 1800 6601234
35 2100 091 1 185469 250$.249 210[] 4082487
40 2490 0 82 1 pfi$225 2580648 2400 1806477
45 2700 4.74 0.9E4008 2618.08 2700 -81 9204
50 3000 p.68 4.885845 2671556 3000 -328.444
55 33[]0 0.84 0.833737 2764527 3300 -535 473
80 3600 061 0794655 2873.336 36017 -726 664
65 3900 06 0781628 3050 729 3904 -838 279
70 4200 0.58 0355574 3185369 4200 -9 014 63
I 75 4500 0 56 072952 3294.385 4500 -1205 62
, - 80 4800 0 53 0690438 3325.031 4800 -1474 97
' 85 5100 0 52 0677411 3465518 5100 -1834 48
90 5400 05 0.651357 3527636 540Q -7872.36
7 Determine the Minimum Required Qepth ahvve Biofiitrabon SwaEe
~ Requtred detention SYvrage 9211 7181 CF (See Bowstnng Nlethnd, maximum value)
Biofiltratra 5~vale Vvlume. 761 5 CF
_ Ftequired Stvrage Ahove 5wale: 450 21812 CF
- - Swale Tap Width, 7 R
' Swaie Tap Length- 278 fk
' Swale Top Area: 1w SF
Sivfi#trdfian Suvale Side 5fopes (X 1) = 3
Depth Above 8iofilirativn 5wale- 02 ft
Detentifln Pund Top Width- 8 32 fY
_ Detenborr Aond Top Length: 279.32 ft
; Top of Detention Pond Area° 23219424 SF
Volume a6ove BivfltraUvn Swale: 469_65366 CF FpND SIZE CHECE{S
Wyatt Engineenng, Inc.
1220 N. Howard Street
Spokane, WA 99201
(509)328-5139
Date: Mav 30. 2003
Name. Aleffi
Basin Name: DA-6 (Asbwit Condition) Design Frequency: 10 YR
8. Determine Adequacy of Drainage Strudures:
Curb Opening:
Q = 0.56'(Zln)'(S^0.5)'(d"(813))
Flow, Q= 4.1426 cfis, From Peak Runoff Section
Slope S = 0.013 ft/ft
n= 0 014 Roughness Coefficient
Cross Slope, s= 0.020 ft/fit
Z = 1 /s = 50 ft!ft
Flow Depih, d= 0.2224 ft. WITHIN 10% OF ASSUMED DEPTH FOR SHALLOW
CONCEN7RATED FLOW (CHECK) -
Curb Opening at Low Point: (see page 6-40, "Guidelines for Stormwater ManagemenY") .
Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
Discharge Qn = 4.1426 cfs
Ftow Depth, d= 0.2224 R. -
Length of Opening: 14 ft
(Length of opening consists of 3 openings within drainage area: 4', 5' & 5' lengths)
Use Q= 3.087(L)(H^3!2), Sofve for H
Depth, H = 0.2094 feet
N/h = 0.9416 OK - H/h<=1
IUse 14 ft. Curb Ooeninq (Not Including Drivewav Openings) ~
. Grate lnlet None
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USKII LETTEFi OF TRANSMITTAL
oATE Spetember 26, 2003 ~ Jos tvo 681200
TO' qrrENrIonr Jchn Hahman
John Hohman, Seniar Engineer
City of 5pokane Valley PROJEcr: Aleffi 5ubdivisian - 8ttr & 8owdish
11707 E. Sprague Adenue ~uBjEcT Cert'~'ieation Padcage
~ 5uite 1 06
5pokane, WA 99206 0 I-and Dehver
509-921-1 00a
13 By u s nWa
Q Qvernight Caurier
0 Mkup
Remive4
, gY:
WERRE SENDSNG YOU. x Attarhed Under separate [:aner via the following items
'--I ~ COPIES ~ CtAYE I NO I 6ESCRIP'TIOPI
- - - -
~ I Afe1fi Subdivisian:
1 ea I 05I26103 1 I Certification Package Suhrnitta!
i I I
I I I
THESE ARE TRA3J5MfTTED as rfseeke[i be9avr.
~ For your approval ❑1 Apprnded as suhmitted [3 Resuhmit CopEes Snt apglrova!
Far yaur use ~ Appraved as natesi ~ Su4mit Cnpiea far distnbuttan
~ As requested ~ Retumed for currectfon ~ Retum Conedecl prtnts
[3 For review and c.omment 13
[3 For 6ids due 13 Pnnis retumed aiter loan ta USKH
ReMnRKs.
~
Hi John,
►4itached is the certificatfon package aIong with updates made #o the dri►►eways arod draEnage swales. If yau
hade any questinns, please feel frse to contact me at 328-5139.
i Thank youi
Lisa
If enclosures are not as natsrl, kindly notify us at once.
_i
~ Capy To Fde Signed Lisa tazana Frey, CiVd Engmeer, E I.T
O 2515 A Street • 14nchorage, A435ka 99503 • PFtQrse (907) 276-4245 • Fax (907) 258-4653
0 544 4ih Avenue 5uite 7 02 • Fairbanks, Alaska 99701 = Phone (907) 452-27 ae • Fax {907} 452-4225
, 0 3031 Clintan aride Suit$ 290 • Junesu, AlaSka 99801 - Phone (807) 790-2904 • Fasc (907) 750-3501
' 13 290 HoRh Wifloni Street ■ Wasilla, Alaska 99854 • Phone (907y 876r7815 • Fax (907) 378-7919
■ 1224 Naffh Howard • 5pokane, IIUashingtan 69207 • Phone [509) 326-5139 • Fax (508) 328-0423
C3 701 TAarn iivad • Lewfstan. fdaho 83507 • Phone (208) 746-2561 + Fax (208) 748-6825
0 1920 Mam 5treet Suife 14 • Femdale, Washington sR248 • Phone (360) 312-1815 • Fsx {SBD} 812-0924