25967 PE-1899 LONG VIEW PLACE
,
~ o - '-~-33.i ^ .
m CONTRACTOR Eller Corn
y
INSPECTOR Mik~Gltnningham
, 615 S Long Road N
o LOT 3 BLK 1
p~ TEE Ig 112.8' N OF MH 1 + ~ r NO SCALE COMPANY LL r~thwe~t
SERVICE IS 19.6' W OF SEW LIIVE;
19.6' NW OF CLEANOUT 8 I DATE INSTALLED DloxQmb.ex'~2
s
3 ~ TEE
~ L STUB: DIA. -4" IYPE 'A'
19.6'
1~ 93.0' LENGTH 19.6'
~
>
~ 19.0" ,
~ LINE N0.
t~ 7 2~ 1.7'- i DIST & DIR FROM NEAREST MH
( TO CONNECTION ~j"nF Nj_R.L-
MANHOLE RIM ELEV 2OZ4.•0%
i~ STUB INVERT ELEV 2060.2
0 0 DEPTH FROM CURB
~ >
(A I ~ TO STUB 10•2'
~
~ o DISTANCE FROM CURB
m v ( 36.q'-~ ~ TO STUB -100.E'
~o n~ ~ 7.6'
o K O ~ ~ 37.E ~
~
c~nLn ~ < N ~ -
0 n z
~ y p m o PIPE GRADF
DZ ;;a n~
D ~ ~ O o PROJECT NAME: .Loaigy;.ew~laVe FT. BELOW THRESHOLD
o Z~ rn REF. DRAWING N0. .51.02 HOUSE TYPE
v 4 (A c)
m o ~ FILE NUMBER: REMARKs
G) D z PARCEL: LOT 3, BLK 1
~
j m STREET: Arties Laae Q, z
i ADDRESS: 615 S Long Road
o Q '
~ m CONTRACTQR Eller Corp
N
1N5PECTOR M.i~e C-unuLnghm
~
NOscAu..E COMPANY~STI Nort1~►Yest
19.6 -
~3.~+ : I QATE IR1S~fP~LLED LZI..mher'02
TEE
~ J.2 p aTU B: D1A, 4„ TYPE' A'
.~19.0 LENGTH ] 9.D'
I
4 I '
7
LINE NQ.
6 9 S Long Road ~
L T 4, BLx 1 DIsT ac aIR FRoM NEAREST MH
'x' E IS 110.8' iV ClF Mfi 1 Td COIVNECTIf3N 110,8' N C1F N~ I
S RVT+CE TS 19' WOF SEW LINE; i> ~ MANFfOLE RIM ELEV 207A.0
1 .f1' S'VV OF CLEANQ[]'I` y ~
STUB INVERT ELEII 2060.4
~
~
p ~
v~"~ • ~ I C QEPTH '~ROM ~'l~
' a Tm STLJ B 1fl.'
w ~ m ~~2~. ❑15TANCE FROM CURB
6f TO STUB ._140 0'
" ~ ~ M L,., 3
m MH..
,
~
0 ~ Q ~ cn; ~ 37.6
~ 0 ~ m z PIPE GRADE
aZ
~ o~ oa
0 PROJE~CZ NAME: ~~a~9Y~.+~~1~~P Fr. BELOw THRES~~~~
o z~~ REF. ~DftAWII~G N~3. .5,1,O~ HousE n~p~
~ 0
---i FILE NUMBER: REMARKS
~a C)
~ y z PARCEL: L~[3'~ 4. $LK 1
~
! STREET: Ar.t~~ane
m
Z
AaDRESS: 619 S Long Qad
- - - +
~ o_ ~ - ~
, ~ 4 CoNTRACTo~
~ z ~p 10 INSPECTOR
a 0)
C~ ~ n 0 CO'MPaIVY ST~._ i i~~~thwest
r Z .
~ 'a pATE 1NSTALLED
~ ~ TEE
4 SZkJB: D lA. IYPE
a LE?J GTH
0
,
Q [
- LI1JE NQ.
E7tST & DIR FROM NEAREST MH
703 S Lan~g ~R_oad TL] CONI~EGTIOPf
~.OT 5 sLK L
(EKIS HIA~IFiaLE f~IM ELEv
'`lT~1G)
STUB INUERT ELEIA
o d pEPTH FROM CUItB
> TO STL18
m o a ❑ISTANCE FRDM CURS
TO STU 6
C] ~ ~ ~
o C/) om N
dr. C) ;;u `
~CLo
V Q D C7 ~y NOSCALE
~ M Q i PIPE GRADF
~
~ ~ > a 0 PRO.~ECT NAME: ~g~~ace ~r. BELmW TMRESHC}L❑
° ~ ~ rn '~EF. aRAWING NO. ST.O~
HC}USf~ TYPE
~ 0 0 FALE NUMBER: REMaRKS
rn
0 y~ Z PAF2CEL: LOT 5. BLK 1
~
~ m STREET: . LQngJioa-d
'7
ADDRE55: 703 S Lvng Road
r a
~ `
~ rri } CdNTRACTOR EIIer Corn
N
z I1J5'PECTOR MUU Cuminghalu
o ~
rroKfi[.E 3 L~. COMPANY S~'i ltilorthwest
~ I I]ATE IPlSTALLEQ NDxembaer-!-02
TEE
~
~ y STUB: DIA.4" TiYPE 'A'
I ~ LENGTH 22.1'
~
J ~ LIIVE NO.
~ 7 1~~"~ D15T & DIR FRO~! NEAREST MH
Tf] CCINNECTI0A9 .11' N 0FVU1
- g 36.70~ MA{VWOLE RIN9 ELEV 4.0
706 S Arties Lane
LOT 6
I~ SLK I
TEE ll'A1C)FMH1 STU18 INVERT ELEV 2062.1
O~ SER'VICE I5 Z2.'i' W 0~' SEW LINE 3~'~~ pEFTH FROIV~ CU~
~ ~ I TO 5T11 B _D-6'
c m
0 ~ D15T►4NGE FROM CURB
m
TO 5TUB ~-Q'
~ ~ M
om
a p ;u ~
~ cn < cn - '
U) >
~ ~ ~ 1~1 0 ~ _ ~ 'a• PIPE GRA'C]F
mo>
~ ~ ~ ~ ~ PROJECT ~1AME: LQ~.''iew P_l~#~~' FT. '~EL~3W Tf~RESHOLD
° ~ ~ m REF. D'RAWING NC~, HOUSE TYPE
10 o FI'LE NUMBER: RE'MARKS
~ PARCEL: LOT 6. BLK 1
~
!t m STREET: Arde5-Lane
'7
AD DR ESS: 706 S Arties Lane
~ o 93.o'
~ m CGINTRACTOR Eller Corp
z 93.2 ~ - 1 INSPECTOR ~ikjo-Cianuing)am _
~ 9.0"
r ~ CI~MF'ANY ST~. No~rthwpct
~
~ L]ATE INSTALLE❑ bLoxembtr-W
TEE
~ 7 r-L 1. 7 S7U6. DIA. 4„ TYPE 'A'
~
~ I L'ENGTH 21.7'
620 S Arties Lane
LO`I' 7, BLK 1 ` .
TEE IS 77.5' N QF MR 1 SERVICE I5 21.7' "NVV UF S:EW LLNE LINE N0.
DIST & D1R FRDM NEAREST MH
~ TD C(]NNECTIOIV 77.5' NOFUH y
~ MANMQLE RIM ELEV 2D24&;
STUB INVERT ELEV 2059.2
~
a Q
6 DEPTH FI~aM CURB
TO 57U 8 _12.21
~ a ~DISTAI~CE FRaMCURS
TD ST~1 B _~.,4
c~ ~ ~ . ~ ~ ~ 91LE'
~ ~~o 37.61 *~rp ~ ~ C ~ ~
~ n n fl m o ~ PIPE GRAaF
~C7~
CZ'~ a PRQ,~ECT NAh~E: L~ Vi__~'la~e FT. BELDW THRESHOLL
o~~~ RE!~. C~RAWING NO. HOLISE TYPE
~
I ~ p FILE NUM'QER: REMARkS
~ PARGEL: LOT 7. BLK 1
~
c --i
STREET: Artks-Lane
~m
ADQRESS: 620, S Arties Lane
Eli~r Corn
9a ° coNTRACToa
z 3 INSPECTOR Mike Cunningham-
H4 - ~ COMPANY . ST NurthivP,ct
DATE IGVSTRLtEQ Noyzer,uber -'-07
TEE
STL18: DIA. 411 TY
PE !A'
J ~ sLENGTH 23.7'
- ~`-~a►'~,
' LlNE Nfl.
~ DIST & DIR FROM NE4RE5T MH
Ta CONNECTION 95.1' ~1E0F MH_4_
' MANHOLE RIM ELEV 2-QfiU'4
STUB INUERT ELEV 2051.3
D ~ DEPTH FRO~I CURI~
`6D 5TU B 4.4
a 601 S Long Road _ DISTANCE FROM GiJRB LOT n~ ~m TEE T~ SL1K' SE OF MH 4 7a STIJB ~..3'
~ a SERVICE IS 23.7 SVE' C1F SE~V LINE N
r,) K Q
~ cn < a~
( j -u 0 > NO 3CALE
~ ~ ~ m z I PIF'E GRADE
>z 70C7;0
~ ~ ~ ~ '0
PROJECT NAME: '~O 1g Vi~~' '1s~-~ 'FT. BELDW THRE5HC3LQ
°c ~ m REF. ❑ftAVIIING N{}. S1..~ HQUSE TYRE
U) 0
~ o Q FI L.E N U MBER: REMARKS
c~0 ~ PARCEL. LOT 1. BLK i
~9
~ m 5TR E ET: Ai'ties~~e
Z
AD'DRESS: 601 S Long Rvad
PAP
~
~.0 C[3NTRAC TOR Eller Corp
~ - INSPECTQR Cunn.inglt~rn
z
0
z ~ ~ l COMPANY STI,Naribwest
' DP,TE INSTALLED Nn►r cmh.,er'[1'7
TEE
N MH 2 5TU6: DIA. 4" T(PE tA'
,
No scas.E 9 LL~ f I LENGTH 24.2'
~
r ~ LINE NO.
~
50$ S Arties L,ane DIST &'D1R FR[]M NEAREST ivlH
TEE 19 1B~ T S UF 1VIH 2 '1--4----33.L. • s TO CONNECTION 12.7' S UF MR2
SERVICE IS 24.2' WOF SEW LTNE MANFlOLE RIM ELEIA ZOA6-4-4
~
y STUB INVERT ELE11 2454.7
o ~ ~ DEPTH FROM C[]12B
~
c/) ~ TO 5TL1B 12.21
t"' D1STANCE FRaM CiJRB
wQ Q
O ~ ~ ~ r' l YO STLJB .~.6'
C) r*1 ► ~
0 ~ a x
~
< ~ ~ .
8
Q ~ m n PIPE GRADF
> ~
~ o~ ~
o0 PR~7JECT NAME: _~QQg ~~v~~ce FT. gELDW FMRESHOLb
Q~~~ REF. DRAWING ~10. HD~1sE 1`YPE
~ o
---i
~ p C) FILE NUMBER: REMARKS .
PARGEL: LUT 9., BLK 1
~ y z
~
C m STREET: _ _ ane
? ADDRES5: 608 S Arties T1ane
~ A) ; - c
~ 0
c , _ - - ~ GO'NTRACTDR Eller Corp
INSPECTQR Mike_Cunn,ingham
COMPANY STI,Nort~ivest
ek DATE INSTALLED ?Vnvemher 02
~
!
TEE
~ 601 S Arties Lane STUB: DIA. d" Tl
'PE 'A'
i ~ LQT 1 BLK 2
TEE 19 8.7' SF, OF MH 3 LENGTN 38.9'
SERVICE I5 3$.9' NE I]k' SEVN LINE
3 LINE NO.
~
~ p15T 8c DIFt FROM NEAREST MFC
~ TC3 CONNECTIDN 8.7' SEOEMH:3
~ MANHOLE RIM ELE112&6184
T STUB IIVVERT ELEV 2052.5
❑ n ~ ~..a '~EPTH FROM CUREs
n -p C/) Ti O S7UB . 12,0'
w~ Q 1 a1STANG'~ FROM CU~B
~ ,n ~ T❑ ST~JB 0 M ~
~ r o U N
cn ~ < (n MH
rro scAiE
c~n o p~ o ~ PIPE GRAaF
~
C7 ~
~ 0 > ~ ° PRflJECT NAME: 1~r,IIem~as~ Fr. BELQw rHREsHaLa
0 ~ G~7 m REF. DRAWING NO. .S~s[~~ HouSE TYPE
p FILE NUMBER: REMARKS
Em
z PARC EL: LOT 1. BLK 2
~
STREET: AZties LMe
c' Z
ADQ R E55: 601 S Arties Lane
PAP
~ - -4 ° ~ con~T~►cTOR
~ ~ Eller Corio
~ z ~ INSPECT4?R Mike_Cmulingh-am
z A ~3 COM PAIVY -STI Narthwest
QATE CNSTbLLEa NoveinherM
~ S.Q I ~ TEE
2 5T13B: DIA. 4" TYPE 'A'
LENGTH 44-0'
~ 603 S Arties Lane '
l~.El`o L(3T 2
SLK Z -
TEE T~ 31.3' NW OF MIFI 2 LI'NE N0.
SEltVTCE IS 44' NE DF SEW L1NE
~ DIST & []IR FROM NEARE5T MH
TQ CDNNECTION 31•3' NW OF 1VIH -2_
~ MAMHOLE RIM ELEII 206,44
MH2
STUB INVERT ELEIA 2054.3
D a ~z~?"•~~ I DEPTH FROM CURS
`Ti a ~
TO 5 S U B J 0.9'
r- m
m c 3 DISTANCE FROM CURB
TO STU B 141'
~ ~ ~ m I~33.1 ~1
N
o O ;u
~ ~ ~ < cn ~ N05CAtE
~a ~ C7~
tn y p m v F'IPE GRADE
az 7un~
> 0~ PROJECT NAME. .Lvn9Vi~+e,~1a~ FT. BELOW THRESF4OL[}
o z~ rn REF, DRAWING Na. .SS~42 H+OUSE TYPE
cn ~
~ 0 0 FILE NLIMBER: aEMARKs
~ M 71
PARCEL: LOT 2. BLIf 2
~
~ m STREET: ~eS-Lanc
7
ADdR'ESS: 603 S Arties Lane
i
~ 0
c-
n CC3N7F2ACTOR Etler Cnrp
~ z MH2 IEJSPECTOR M&e-Cmnninghatta
x AL a
~ CflMPpNY STI Nar-thwgst
` dAZE INSTALLEQ Nnyember107
~ TEE
STUR: DIA. -4" TYPE 'A'
LENGTH 33.2`
L-~-33.J .
~ LOT 3 BLIC 2ane LINE I~O.
~ TEE I~ 23.1' S OF MH 2 DiST & DIR FR4M NEE'1REST MN
~ SERVICE IS 33.2' E OF 5EW LM Ta CONNECTION ?U' S 0-F-MU ?
~ MANHVLE RIM ELEV2K6_44
~
~
~ STUB INVERT ELEV 2055.5
00 f ~ REPTH FROM CU"
qA ~
~ -A Uy TQ STL~B J1„7'
►
~ o DISTANCE FROM Ct,]~tB
r ~-y ~ ~ m I ~ . TO STU B
Q~ Q ~ ~
~ us ~ cn 1
x C w -u 0 5 y ~ No scAv~
~3~ o m Q PIPE GRADE
>z ;;C] 0 ~
~ o~0 0 PRC].]EGT NAN~E: I~~ag~'ie~ ~~~ce FT. BELOW THRESHOLb
o~ ~ ~ REF. DRAWI[VG NQ. S~
Hp~~E TYpE
~ ~
t o 0 FILE NUMBER: REMARKS
rri z PARCEL: LOT 3. BLK 2 ~
~ n
~ ~ ST'REET: ~eane
Z
ADDRESS: 611 S Arties Lane
~ ~I~ ~ -
~ G[7NTRACTOR Elder Carp
' p ~ ~
n ~
iNSPEcTOR Mike-C-unniaghm
z
z ' v . .
~ ~ I ~ CQ?+A PANY S11 Northwest
° DATE INST►4LLE❑ 1vnyP er'n2 TEE
^ I 3 3 ~ 5TL18: D IA. 4e Tl'PE
~
J
~ LENGTH 33.0'
~ LIIV E NC].
~
~ DIST & DIR FR~M NEAREST MH
t7' TO CONNECTfC]N 96•5' SJOJEM02
9
617 S Arties Lane Mf'4NHOLE RIM ELEV 2.4E66,4
r~p L(7T 4 SLFC 2
'II"EE I~ 96.5' S C7F MH 2
r SERVICE TS 33' E. UF SEW LINE $TUB INVEFiT ELEII 2057.6
D v ^ ❑EPTH FROM CUTtB
~ ~ L~ TO STU B 11.91
~ a a ~ aISTANCE FF~d~M C[]RB
~ ,1 70 I33'.d TO STIJB -LO.S"
~ M cf)
~
o m
~
0 ~ Q ~
~ u} < {/y I _
~ -u ~ > • N[7 SCALE
~ ~ ~ M z I I I _ . I F'IPE GRADE
>
~ 4~0 Q P~`aJ ECT IVAM E: J~.a~a g' ~'ew-Ka~e Fs. BELaw TM F~ES~ioLD
° ~ c ~ RE~~. DRA'WING NO. SLQ~ HovsE rrPE
~4 ~ ~
~ o Q FILE NUMBER: REMARKS
c n -7 PARCEL: LOT 4. BLI{ 2
~
c ~ STREET: Arties- Lane
~m
°i ~ RD D R ESS: 617 5 Arties Lane
o
~ C{7NTRACTQR Eller Cnrp
~ INSPEC7OR Mike_._Cungbng,ham
z
' o rZ I
CDMPANY STI Northwest
e ~ 705 S Artdes Lane
LDT 5 B~~ 2 DATE IMSTRLLED 1Vn►+emher'[~.~'
~ .7 ~ TEE [~a GS.P' N [7F 1►TH 1 TEE
NJ' SE1tVICE TS 34.4' E+QF SEW LTNE STUB: D IA. 4" TYPE ~A'
a I
c LENGTH 34,4'
~ LINE N[3.
DIST 8c DIR FRQM NEARFST MH
i~ TO COPlNECTiON 65.6' ZV_{]E1MBI_
MANHOLE RaM ELEV 4J5
1 ~
5TL18 ]AiVERT ELEJ ZO&a.d
3 I
> ~ oEPrH FRaM Cu~
o° 3
b~.~
a
c,n MH lo, TO STus 11.41
~ . ►
m 0 m ~~.bt . ~1 D15YA~ICE FRO~A CUItB
~ , TO ST~1B ~1-~1'
n ~ ~
~
0 I N
oF o~ 2
;0
- i
_
~ C~ y ~ IdD 5CA1,E
v m Z
~ 0 o r PIPE G~Q'~
+
~z ~C7~
~ v~ D0 PROJECT NAME: .Lv~~ae~Aacc, Fr. BELaw THRESHoLa
° ~ GZ 7 ~ REF. [~E~AWING NO. ~~4.2 HOuSE TYPE
o:~ L/) 0
-1 FILE NUMBER: REMARKS
0
M
0~ 2 PN'RCEL: LC3T S. BLK 2
~
j ~ STREET: Arties-La".
Z
AD[3RE55: 705 5 Arties Lane
a_ c-
~ m ~ ~ - CONTRACTOR Eller Cnrp
~ I N S PECTOR IYLike-Cunningham
~ ~
z ~r °
~ ~ CC3M PANY STI Northwest
DATE INSTALLEb Nnuemher'O2
~ 36 ~j,~~ ~ TEE
~ MH 7 .6" STU6: ❑IA. 4" T1fPE
7.6, ~ ~ LENGTH 37.5'
I L1NE NO.
I D1ST & DIR FRaM NEARE57 MH
] 6 TO CDNAEECTIOA9 IN-MIU
~ MANHOLE RIM ELEV7,~1Z4.IS
709 S Arties Lane
3
L47T ~6, BL~ 2 STUB INVERT ELE11 2(163.U
SERVICE IS 37.6' SE ~1F SEVV LI.i'~E;
C,7 ~ 36.9' E&'7.~' S 01~1 SEV4" LINE PR4.~ECTED DEPTH FR{?M CCTRB
n > ~y TD STU B 11.2'
m o a DISTANCE FRflM CURS
nX m~ TO 5TU B --b'
v ~ ~ ~ lv
x
x cn x Ccn
Cn ~ Q[~ a un Srar.F
p m~ I~ PIPE GRAaE
nz ~;o C7~
Q PROJECT NAME: .Lc~g~.1~.~lace FT. BELOW ZHRESHOLI]
REF. D9~AWING NC~. S~....4~ HOUSE TYPE
~ ~
~ a o FiLE NUMBER: REMARKS
z PARCEL: LOT 6. B.LK Z
~
STREET: Arties L~
Z
i ADDRESS: 709 S Arties Lane
145
14a
135
LaCoratory ID Nca. 9231.0
Description of Material Recycled Concm#e
130 AS~T1N D7557 Method C
Test lUlethod
125
1`EST FtESUk,TS
Maxirxuum Ory ❑ensity 728.d RGF
120 C]ptiimuam V1ater Corttent 9.2 9G
~
~ r A77ERBERG L€!VIlTS
w 115
LL PL PI
~
Q
' 110Gunres of 100% Saturatian
fnr 5peccific Gravity Equal ti:
2.80
1 05 2.70
2.80
100
90
~
~
.
~ 815
~ 0 5 10 15 20 25 30 35
WATER f.'ANTENf, %
s N M(]ISTLJRE-DEN51T1f RELATIONSH7P
53 Project Langview
~
0
~ LocatiQn:
~ ,WTJ NOI~THVYEST Nurr~r: G-70-5O247292 =
~
U.S SiEVE C7PENS1dG IN a1CHES I 11.5 SfEVE RiUM8ER5 I !lYiSFtUN[ETER
fi 4 3 2 1.5 1 712318 3 4 G $1[I 1416 20 31 40 50 6D 700 110 21f0
100
95---
90___ . . ..----~I 1-----~ ~
~ . _ ---Y--
~ t~ .:---~-t
75 ~---__,~~I l
70--- . ~ ~ ~
~ ~
~
U.
!i 45 ,
LLJ
40 - ~ :
W ~ ~ 1: I I I I
a 36 --_-R _
30
25 1 ~ - .--_-~_1 I--------I
20
- i5 l
I k.__i -I ~ ~--------I
10
5 -~II ~ I-
o~~
100 10 7 01 0.01 0.001
GiWA! SIZE IW MIh.L1METERS
GO8BLE5 ~ I~~ I~~ I fi~ SlLT []R CLAY
spedrmn ~~edrcafion k Descripbon of Material ~ u. IPL k wa ~Cc ~ cu
• 1 923 1.0 ~ ~cled c~~~mte I I I 10.99 118.64
m lCsTc LL 1.0 -11.59 138-22
■J GSYC UL 1.0 ~ POORLY GRADLD GR.A►►►iEL wM SAND(GP) 0.66 115.05
spearmn ~~entrcation aIoo ~D60 ~ aso ~D10 ~%Gravei xsend j%sIiRciay
01 923 1.0 1 19.1 4253 1 0.982 0.228 1 37,7 1 57.a 1 4.9
m CSTC Ll 1.0 { 19.1 ~ 2.867 ~ O..i84 0.075 ~ 34.5 59.5 I 'IO.~fl
~ cSTC UL 1.0 ~19.1 p 7.177 ~ 1.507 ~ a.a77 50.0 50.0 ~ 0.0
~ I I I ! ~ I I
~ GR4►IAI a~~E DISTRIBUTI[)N
• ~ Pro,ject: Long►r'tew
~ LocatiQn: 3taclcpile
~ ►~TTIMORTH1NEST N~mber_ C-► o--sozoas2
~ ~
Project Na.: C-70-SO20292
` Praject Name: Long View Place
~1QRTMWE~T La~a No.: 930
Sample T)ate: i 11111f12
5ample Locativn: Arties Rd Sta 13+00
cLAss jA'&'s: AcQ ~~ORAToRY rESTiNG REsuLTS
Graaatinn: (ASTM C-'I 36 & c-1 17)
Sieve Size Passing Specification
314" 1 00 100
112" 95 9~~ 00
3!8° 82 75-90
114" 64 55-75
Nv. 10 33 30-02
No. 40 12 11-24
Na. 200 4 3.0-7.0
Meets Spec°rficativns: Yes ~ No F]
' Pscoent Asphalt by Weight crf Mix: (NCAT Method)
6.02
Rive Specific Gravity: (ASTM D -2041)
150.4
,
U.S SEW OPENIAEG fAJ WHES ~ W S SEVE NiAMRS I HYRRONlETER ~
6 4 8 2 1.5 1 112-w 3 4 6 87014t& m 30 Im 50 w 1Ef0wx0
~-Ti
90 _--I I.-•---•--. ---~--I -----~--I ~ •-----~1
Sfi---I
~
75---~ ~----__--4 ~ ~
70---
~~r-~
~ f l f I-.---_-- ~
S2~---
~55---~
~ ~ -
LU~--- _
_
a ~ - . ~ ~ _ ~
~40
0. 35 .
30--- I • • I-•------I
~"i--- I' _o~~-~: - • I-•------I
2i7--- ~•----~--I . ~__~~~.I ~
j~-~~~^-_ ~ ~
01L
100 - - ,a , 0.1 - 0.0; - - - 0.U1
CR4lN SlLE IN AltllllMETEFd$ _
CABBt.ES ~ ~ i~~ I i ~ SI LT C7R C1J~Y
Spadmen i~entrwr;~~ ~ Desci;pmQn of nnateriai ~ ~ ~ ~ ~I Cc O cu
a~930 1.0 ~ ACP-Class A 11.62 119.14
m fClasS nLL 1.0 ~ WE4L-+GRADED GRAYEL with SAND(~'aW) ~ I 11:66 120.53
■ r class a UL 1.0 ~ I ! 1 11.33 36.87
I I i
s,~men FdBrn;fi~on ~ oiOO Dsa ~ 030 ~ oIa ~%Gra►►si F%Sand %sirt ~Ciay
• I 930 1.0 1 19.1 5.38 I.ssS ~ 0.281 q43.3 52.5 ~ 4.2
~ m l Glass ALL 1.0 ~19.1 ~ a.aa.3 z ~ 0.342 ~61.3 ~45.7 k 3.0
p■ I class A uL 1.0 f 19.1 ~3.756 ~ 0.71 2~ 0.102 33,3 f59.7 ~ 7.0
I I I I I I ~
~ GRAIN 5IZE pIs~~BUTION
~
Project: LaWiew
~ Loeation: Stackole
~ AWTV NvRTH1NE5T Number: C-70-SO20292
~ .
~ Repvrt of Compres$ivn Tesf Results
NvRTH~sT ►r. Report #
2214 Easst Riverside Rsport [3ate: 111412002
Spolcane WA 89202 Jvb Nunnber: C-70-5020292
i3ffece: (609) 534-9711 Job Wame: Lortg Yew Place
Fax; (509) 634-9755
Project Manager. 13ab Graham
Specinten Type: Bx12" Gancnete cylinders A3TM-C39 ,
AAix and Fieid Data
C.ast Date: 111412DQ2 Gorftc#ar: EEEer CoFparatiorr
Placemertt: Gurb and Gutter
strength: 3500 psi @ 28 Days Inspector. Tim Johnson
Mix IU: 328069 Actual
Supptier. CPM Slump (irr.) AS'TM C-143: 1.25"
Ioad 11 st Lnad 14ir Content ASTM C-231: 2.5%
Truck # : 448 UntC Weight (pcf) A57M C-138: NIA
Tieket # : 435744 Concrete Temp. (°F): 66°
Plarrit * : WA
, Batch Size: 10.0yCP Anbierrt Temp. (*F): 20°
Water. 0 Weather: Sunny
Admbctum: Daravair, Flyash
Time
Batch rune: 8:05 AM Remarks: 0
fiample Tirne: 8:48 AM
Finish Tme: 8:50 AM
TBSt ReSultB
Actual
6re.ak Homlnal Area L.oad Strength 6mak % csf
l.ab # oabe Reed Test Date Time Age (days) Slze (M (ibs) {psi) TYPe Req'd
824
a 11!5l2002 11111 1:30 l 6x12m 28.27 121985 4538 5H 12996
b i1i5r2Q02 1212 1I0 28 6x1r 0.00 0 IdA 0 NA
c 111512002 12(2 910 28 6x12" 0.00 fl NA 0 NA
d 111ofd
~ rypes - (cN) c", [cM cow SpK (csH) c«,a st►ear, (sH) shear, (ca) c&ffrr,3r
Reviewed By:
^.°,trlbution
- Glient: x File: x Pmducer: x []ttem:
- 4 Repart af Gornpres$ion Test Results
.,!'rl NaRTHwEs~ ~~~ort # : 9
2214 East Riversitle RepoR Date: 19 J412002
5pokane WA 99242 JQb Hum'6er: G70-S020292
Office: (508) 534-9719 Jab Name: Long View Place
Fax; (609) 534-5755
Project'Manager: Bob Graham
5pecimen Type. 6x12" Canc.rete cylinders ASTM-C39
Mix and FieMd Data
Cast Date: 1114/2002 Cantractvr. EIler Corporatian
Placement: Curb and Gutter
Strength: 3500 psi @ 28 Days tnspectar. Tim Johnsan
Mix I0: 328N9 Actual
Supplier CPM Sfurnp {in.) ASTM C443: 4.25"
Laad 1st Laad Air ConteM A,STiVI C-231: 2.596
Truck 448 Unit Weight (Pct] AS7M C-138: NIA
Tcket # : 135744 Cvncrete Temp. (°F): 66°
Plartt # : tdfA
Batch Size: 10.0yc' Ambierrt Yemp. (°F); 20°
Watew 0 111feather Sunny
Admixture: Darauair, Flyash
TI E'1'Ee
Batch Time: 8.05 A'AAA Remarks: a
Sample Tirrie: 8:46 ►4M
Finish Time. 8:50 AAA
Test Results
nctuaF
Breaie Nomtna! Arp-a I..Qad 5trength Break % ai
Lob # Date Rec'd Test Date Time ►4ge (days) Sire (ins) (lbs) (psi) TYP@ Req'd
824
a 11J5i2002 11111 1:30 7 6x1 2° 28.27 127885 4530 SH 12996
b 1115I2002 12/2 11:25 28 6x12" 28.27 157705 5580 GN 15996
c 1115l2002 12/2 11:30 28 8x12R 28.21 147560 5220 CN 149%
d Hold
Break Types -(CN) Gohe, (CSP) Corke Spln, (CSW) ConO SFear, (5H) Shear, (CD) Calumnar
ReV18iAfed By1:
rae-tl7 butiQR
Client: x File: x Producer: x Others:
. ,
145
140
135
Labaratory ID No. 9151.0
Desraiption af Matedal RIC=129A
130
Test Methr~i A5TM Q1557 l~lethod C
125
TEST RESIJLTS
Maximum Dry Density 126.8 PCF
120 optim~m Water eorneryt 6.0 %
~
~ ATTERBERG L.#MITS
~ 115
a
~ LL PL PI
~
a
11(i
Curves of 100% Saturatson
for 5pec'i'ic Gravity Equal to:
2.80
S
10
2.70
2.60
900
9Q
~
~
~ 8'5
~ Q 5 10 15 25 30 35
WATER [ANTENT, %
c
MOISTURE-QENSITY RELATIONSH1P
a ~ Project: Longview
~
~ Lacatian: stoclcgite
~ `~~TAF NC3RTHWEST Number: G-70-s020292
~
- 0 Report of Compcessivn Test Results
i►~~~~ NORTHWEST Repart# : 13
2214 East Rivers3de Repvrt Date: 4214f2002
Spakane WA 99202 Jcah Ntamker: C-70-8020282
Oftecs: (509) 534-9711 Jab Rlame: Lungview P1ace
F2ut: (509) 534-9765
Proiec# Manager. Bab Graham
3pecimen Type; 8x12" Conc,rete cy3inders AStM=C38
Mix and FieFd Data
Cast Date: 12/412002 Cvnftctor: 8(er Carporation
Placement: Sidewalk
Stmngth: 3500 p.si @ ZS Days inspector. Tim Johnson
Mix ID: 308066 Actual
Supplier: CPM Slump tin.) ASTM G-143. 8.5"
L4ad # : I5# Load Air Content 14STM C-231: 8.5°k
Tn,ck # ; 444 Unrt Weignt (pcr) ►4sTM c-138: WA
Ticket # : 343037 Cvncrete Temp. ("F): 60°
- Plant # : N1A
Elatch Sixe: 8.503 ►4rnbierrt Temp. (OF): 41 °
Water: D Weather: Cloudy
Admiuture: C]aravair, Galcium
TI m8
Batch Tirne: 1 2;QS PM Remarlcs: 0
Sample Time: 12:30 PM
Finish Time: 12:40 f'M
Test Results
Actual
13msk Nominsl Area Load Strengtth Qraak 9G csf
I..ab 9 mate Rec'd Test Daata Time ►4ge (days) Size (1re) (lbs) (psl) TNPe Re4''d
913
a 121512002 12111 09:50 7 6x12" 28.27 93995 3320 SH 95%
b 121512002 111 1f0 28 6x12" 0.00 0 NA 0 MIA
c 12(5f2002 1/1 1/0 28 6x12" 0.00 o nw o NA
d Hoid
8rraaAc Yypes-- (CN) Cane, (CSP) Corte 5piit, (CSH) Cane Shear.(SH} Shear, {Cfl} Cdumnar
ReVIe1Ned B]I: `
r
stributidn
Client: x fEle: x Producer x 4]thers:
Report of Compressivn Test Results
~
NORTMwEsfi
■ Repart#; 13
2214 F.ast Riverside Report I]ate: 1214i2002
Spokane WA 99202 Jvh Number: C-70-SO20282
[?ffice: (509) 534-9711 Jab Narrte: Lnrtgview place
Fax: (508) 534-9755
Praject Manager. Bab Graharn
5pecimen Type: 8x12" Cvncmte cylindeFs ASTM-C39
M'rx and FieId Data
Cast Oate: 1214I2002 Cvrrtrac#er: Elier Corporation
Placernert: Sidewalic
Strength: 3500 psi @ 28 pays Inspector. Tim Johnson
I4Aix ID: 306066 Actual
Supplier CRM Slurnp (in.) RSTM C-143: 8.5°
Load lst Load Air C+arterrt (96) A5fiM C-231: 6.5%
Truck 444 Llnit 1Nei9ht (pcf) ASTM G-1 38: WA
Ticket # : 343037 Cvncrete Temp, (°F): 60°
Ptant # : N+A
' Batch Size: 8.5yds AmHient Temp. (17): 41 °
W'ater. 0 Weather: Gloudy
Admixture: DaraVair, Galraum
Time
Batch 7`ime: 12:05 PM Rerraarks: D
Sample Time: 12:30 PIIA
Finish Tiene: 12:40 PM
Test Results
Actual
BHeak Nominau Ama Load b'trengfh 8mak 95 OF
Lan # Dat$ Reca Test oate Time ►age (deys) sixe (ir2) (lbs) [psi) rype Req'a
913
a 12t5r2002 12tl 1 09:50 7 extz" 28.27 93995 3320 sH 95%
b 1 Z1512002 114 8:30 28 6x12" 28.27 125420 4440 CN 12796
c 9215l2002 i11 8:35 28 6x]2" 25.27 126100 4480 CN 12796
d Hald
Break Types -(CN) Cvrte, (C5P) Cone 5ptit, (GSM) Cone Shar, (SH) &1►ear, {Ce0} Cniumnar
Reviewed By:
^',stribution
Client: x File: x Produeer ac C7lhers:
145
- 140
135
Laboratory ID Ncr. S" 1.0
peseripbon aTMaterial Sitty Gra►rel ( GM) R1C138,5
130
Test Methcxi ASTM D1557 MethQd C
125
TEST RESULTS
Maximum Qry Densi#y 135.8 PGF
1 20 Qptimum Water Content 9.0 %
~
~ ATTERBERG LJMITS
z
w 115
0
LL PL PI
~
0
11 D Curves of 1 0t}% Safuratian
for Specifrc Gravity Equal ta:
2.80
105
270
_ 2.60
1oo
95
90
~
~
i 85
~ fl 5 10 15 20 25 30 35
WATER CON4'ENT, %
0
~ MUISTURE-DENSITY RELATIONSHIP
~ Project: Longrriew
- a
0
~ Lacabon: Stockpile
~ JWrJ N9RTHVVEST Nurnber. G70-5020292
~ .
~ PRaJECT
Lang Vv~w Place
LABORa4TC3RY RE~PC3RT
►1~1 ~~r ❑RGANIC CONTE~dT
2214 East Riverside Avenue PROJECT NUMBER
5pokane, WA 99202 C-70-S020292
(509) 534-9711 FA?C (509) 534-9755 AS7M METFtlC3Q D 2974
coRiNGaiNTERVAL ~ ~LncaTeaN ~ pand A ~ oare 1 16912003 ~ SAMPLE LOG # ~ 953
IP►4M #
WEIGI-IY DRY
WET L}RY TARE OF SiDIL
YVEII: FiT WEIGHT WEICaHT WATER WEIGHT W!C °/o
2 122 ~ 18 ~ 0.5 I 0.3 ~ 1.3 ~ 24.8 ~
AFTER
AFTER BUFtN ORGANIC
CRUCIBLE PRE-BL1RN BIJRN GRIICIBLE SC}iL CONTENT
ID WEIGHT WfIGHT TARE WEIGHT
1 ~ 0.216 ~ 0.210 ~ 0.102 ~ 0.109 5.5
2 ~ 0.240 ~ 0234 I0.096 ~ 0.138 ~4.3
3 ~ 0.236 ~ 0.231 ' 0.097 f 4.134 ~ 37
~ AVERAGE °lo ~ 45
~
SAMPLEt] TESTEU GHECKEt] REl11E1fVED
BY BY BY 6Y
B(3 Scott NEilfs Alan Bain Ersb Graham o.stiiforms2002lorganiconterrt
0 INSRECTIt3N LOG Project Name: LvnQ View Place
Prerject Nv.: G70-SQ2~J292
NQRfiHW~ST
F
REP('f INSPE~TIt71V JJJJJJJJJM3,%
1'►~~EhICY L~~~
Vvc-- S 5 ~
fb
i p L lv ~ D~ U
~
~
(3
9 Tj
C
I fvt T-J L
~
SS-Sanitary Sewer DT=Densitv Testinq G=Concrete Sd=Stcarm Drainaqe
ffr ~ ~ ~ NORTHWES!
DAILY FIELD REFO:EiT
Praject Name Qate- 7oa
~
10->
'~i ~,.a.a1
Projec# No ' Ksport No. '
0- 0~~a~~ ~ ~
A ri
we er ~ Arrival `I ime vepari~re e
W-a-jt
Ciient Lflcal Representativelphone numher '
D-P. rA o
L-ienerai n nr i e epresen v p ne numtier
E I C~ f)-r-o.ywk
5ubcvnb-cidor STi Project Managerl phone num r .
~t3 ~i L-s ;q••
Page No. t af
4 k M
Hlan wer & Equipment llsed ~ . .
! rt i ~.r~L KooL-C,
1114- W . ts~sar~..`~~I' ~ +C d' r~'~- `i
Comrrtents
(Work CarnpleWd APParer* 5iL-G !)LSZN'
per S~ificafiar~ Prul~ems
~ ~ ft, 1.LICA J2,,.. 4-11J ~~~f~-► ~ ~,~~~~.~11~~. sod4e ,
~
G- V L" LLyz.11 S-4 S T \tp& PS 1IYt ~'a 1VU_D 3,o S ` f
~
-2r ` `C t ` A1C ~4v -4e tpO.~'W- 04~,~-;
f~
4 ~P.~,~.►.~ r~! 1~3 ~
~ U ~
STl FIE~~ R~PR~ TATIVE CONTRACT(]R'S REPRESENTATIVE
Tlus document and referenaed addenda are to be considered prelimrnary until reveiwed and signed by the STf
oDnstruction engineer and[Qr STI proje.ct manager.
REVIEWED BY: DATE STI PRC3JEGMANAGER( aATE
p
orresponding E~efciency Repori Na: `~~~'S~``~~~~P~,~
;
VrJF7NORTHIIVEST I FIEL~► ~P[~~tT
Z2i4 East Rn+erside
5pakane, WA 99202
~ Prvieetlnformahon
Project Name Dale
Langview Place 1 QI21i200Z
; Pro,ect No Reporf No
C-70-SO20292 2
Weather Amva1 Time Qeparture Time:
Sunny, mild 2:00 3:30
Ciient Loca! Representative I phone number
❑ennis Crapa Dennis Crapo
General Gontractar' Sife RepreSentaUve I phone number
Eller Corp. Mike ElW
5ubconfractor STI Pro~ect Manager 1 phone num6er
Bob Graham 534-971 1
Page No, of 5T1 Representafiues on site
i 2 Tim Jvhnson 370=6851
- N[anpaver and Equipment Used
9-Ca# 325L excavatar, 1-Tenex T5-24 scraper, 1-Hitachi EX40ULC excavatar, 1-Miehigan L908 fvader, 2-
trench boxes, 8-persvnnef .
- Field Observatians -
A-rriVed on sile at the contractors request ta lnspect piacement of 8" pac sewer line.
At the time caf arrival, Eller Corp had exposed the east side of fiFae exasting manhole and stub out
E11er then proceeded to set NMI. They removed the exastmg stub nut and rara new pipe frcarcn NM1 to the
exisitng MH, apprnxirnately 20 feet.
They used an optscal level ta venfy elevations and check grade an the M-I and the pipe.
Eller used screened natiue rnaterial around the NIH and to bed the pipe. They used a T-har to haunch-the
p1Pe-
After setting MH1, Eller continued tg digging the pape trench.
~
■ r.~u. ~ - - - ,
STT Field lgpresentative Contractor's Representatiwe
FNIS DOGUMENT ANQ G:EFERENCEO A❑llENOA ARE TO BE CAN510ERE0 PREL1kfINARY U1dTIL REVIEYVED FWp SfGNEfI BY TPiE
$"I`I COHSTRl1C"FEpN EHGINEER AHDIOR ST1 PRQ,lECT MMlAGER.
COf-3 0/,.
FteWiewed by T}ate STI Project Manager ~ Date
COrreSponding QefiCienGy Repoa N0. Fmlc R"n ~x 7 ene101
! PLA1' ANE7 PLIp
[BOUNDARY
C] I rl 1'7 YEI M G rrrf ~tii f i,y+- ? ~
. ' ~
NORTH
TF2ACT "B" 2
~ n
ll~
,
~
iu
L 9
3
t.j
p ~
Q c)
O
~ 3 8 _ .
4
z
a
~
IJ5
• ~ .
sl 7 [ ]
~ ~t -
x
6 7'
,
~ PLAT AN~3 PUa 6
- ` B(7LlId-f3A{R~ i n n nI ri
NoRHwm Lvng View Piace PLID Jvb No.: G-70-SO20292
~ Field FdepoA:
2214 E. Riverside SLY9-534-97 11 date: ~
5pokane, WA 99202 509-534-9755 faac Page (}f
, 0"WAF
NOR~'~i1~EST DAILY FIELD REPQffT
Praject Narrie Date
L Li r e-:..~.~ J)I0-~ g 221)0
lpmlecc No. ~~poq rvo.: ~
Q.-°70 - `a 0 ~.t~) 'Zq ;1
We-alner r ►~mval 'Fme ~lepaRuie Tir~e
r~► q100 t Z~
CAient l. ~ La~al Representativel phorre number
9 ~edl Vl r ~ cs 1C J`apo
neral [,:caantr or e Representati p ane 05-m-ber
-
~LLeL-~.,N t ~3 ev1V1k 5.
SuboDntractor Y anaged phone num~r
TI 5 3q-7 rd
Page No of ~ -
r~ C.: V Vt A I LRG► AI~L~IV~~"~~a~ 3_3
Man wer & Equipmsnt Lised' ~.1
~ ~Re~i~ C- ~'~t7~ l. e_ L ~,~cc.c+u~e_'lW .~u • ~~1'c9 I~~"
e i f
R
cV~L"T. Vo. ~~a•A t1► I ~ ~~-~r/F ~
CoRlff12[1t5. ~ _ L'V-f,
(1N
~k ~ndet~ AppSrerrtllp A~'" 1t-S~ 1.~lb c4~ ~G~'`~ ~ ~5 ~~V'1..~~ ?er SDec~catior~ Pr~hlems r
amd irtiM) 4d 't&-r
I - &'aAt~ ~~t~f w►..~ ~
1II~k ~ 11~-0 V1a.d~C~ `tL~A. ~
w AV l ~
C~1-~3~'~~~ i~ ~ 5[!~, cJYY►.,~ t 4~ ~~J-C~. F _ _ .
tL
STI FIELa REP SENTATi11E CONTRACTOR'S RERiRESENTATIVE
This dtxxrment and referented addenda are to be considered preliminary until reveiwed and sigrred by the STI
❑onstrucEian engineer antUQr STI projed manager.
,I
REVIEWED BY• DATE STi f~RaJECa~`'MANAGER. /ATE
.r~
p 4frnmsssliVicldrep pms
Corresponding pefipency Reporf No:
- Oet
JWrJ NOF~THi~+VVES~" Date --7 o fn5peetar's aaiiy Report Nv. ~
STI Projec# No ~ ~ vage No. ~ nt ~
~ "~L~
Camments:
(work Cmoetee Appare* q i ~ ~-t ~ i/V~1
1 ~~speffufiom 7i~.~`J~r -
~ ~~~1 VI~~~JL2r
c~-~~~.~,'~ l~ c~
~ ~ ~ ~ ~ 1 - Al3~~
,
~ ~k ►~~4-s - r~~C~ ~ .
.
1 q X-3~ 411,V'I'm Cwil
V V'1 l~ ' r`~ r1-Oi-~ vlA~ l!
~ J ~ c.A._~
~ l !Y ~ C~ t t1~ I~VlC~ ~Jl 1 uA . ~ ~rQJ4M- `rd cx-So J ~e- d`~
C.VML& C .1 ~ !1'r C~ ~C.x'~ CNI.G~
L~ 1~].~1~ tk~ r_ Gk S~ V~[~ f i~ eM '~t~ rk
~ "
4Z~s %3 v CAk ck.'v- ,
U LU If16 kl OLDi'-'rk CVCX~- Q
~ .
. , ~c,'/
STk Fie9d Rep STI CE S71 PM Contracfflrs Rep
PLAT Ah~D FUD
~~QUNaARY `
sTH KV'ENUE
,
~ IVOR"r"'H
TRACT nBn 2
. .
~
[ 7 G`1
Ul ~
2 9
3 LJ
0 F ~
CD" I 3 ~ . 4 ~ ] -
,Z ~ e5
J i.{ C3
g 4 7 -
~ 5
. ,
1 L~~ ' 6 -
..~-5
tPLAz AwD Puo 6
F 80UNDA1~.,Y ~
iK~ rzv~i~i
NapTmmr Lvng View Place Pua
Fiefd Jvb Na.: C-70-5020292 e
~
R~p rt ~
2214 E Riverside S(?9-534-9?11 Qate: !d ZZ-/J-2_ '
Spakane, WA 99202 509-534-1755 fax Page3 OtZ
- WrAF NOR"~HWEST
.BAILY FIELI] R.EP4R'I`
Pr~je~t ~lame bate: ,
~..1Tri 0 iJ l Ew PO-e-e.. 10 r ~ J
Praject Wd Fteport No • q .
L ~3 ~
ea 'er ~ n~ivai '7 imeg . Uepartge
~ 2~U5 ~
C ~en#
e ~ ~I Represenkat~vel phone number
♦ C U'C)- ~ ~ ~N ~
['e n or i i e epre~n vp one number
5u' ~ntrac#nr SD Pra Managerf hone num~r
~ 7 ~c,,w 1.:y3q -,y 71 f
C-
Page Plv. ~ of
i IA v► ~'t,u,s~~l~~G ~ S 3 _
Manpower & Equipmenf Used eVat,k,(Jx)-
Fl J! ~I~ L~ i/u , W •
, i
CQf1EfTleflt5: I I f.
~~~~~APA~n~~Y ►U-f~ cll,~ ~C/Y~C'~~Y~fFS !f G~`~~~ t~a u!~ 1!~►~'
per Siwiflr~ PmblerESS
anal 14- "-guhons] a-Adlq(-
~
Sc~ ~tc~ ~ ~ M~~~
~~7• ~I3~~~ ~ ~i r.~~v~.
L.~ L1l" G~- 'CJVi i) O\A~ y
r 4
~ ~ r'
de _dAJ 4-t] _ LotS
NNN6~ A tee- kas
HTATIVE E CDNTRAC7OR'S REPRESENTATIVE
A 4STIk4o
Th is dacu ment and referenced addenda are to be considered preliminasy until reveiwei and signed by the STI
cnnstrucfion engineer andlar STf projec# rnanager,
REWfEWED BY: DATE ST4 PRO,fE& MANA#R: DATE
0 Camesponding aefiaen~r Rep¢rt N❑ 1f[rm~14tY~1ffi~Cp pn$
- jVrj n~ORTHWEST
Date ' ~-3 dnspectvrs Dai1y ReporE IVo •
~
STI Rmj~ No ` Fage No, 7 ar
~ )iq -
CLTmfi18Rt5
CwoeW Appaw* t LnJ ~".GeV r.r,rl G"444 id
~s
~ pwffkatkm Pmbierm
ar~
U*~ sduwrts) I~C-.& r~ t& 1 c9
~ -~►.±_q lAJ
~ ' ,
ep L O y
1 ~ ~ 3 1
A f ~V AA
C214e--Ie
S~
I~f°`. f11l~'7 ~ irS-.'w'~,`c-~MGl1V1 ~ 1t'4-1+ ~ '~-AC "
CV I ! i
L • 1 `[~1' Af.~C ~,t~Y'1 4.4~ ~.As~,~u rV~ ~JV~C~L 'W ~ ~
v" wAI u ,n L~ ,
~
~ ~ ~1~►~r~~ c~n~,~ C,rh& \6,6L+►I- sr~,L ~ ►n ~ ' t~_ C 4-lt . -
.
CLA, Lt c
or
i -Q1-~c~~ 1~ ~`i^~~.~~r 9~ I►1.1E 1 1
~~1 C ~`f ~ ' ~f~ ~1 ►
l 6r~ `i P 'p V" l C IVt 4't 1 vv\oY`~
5Tf Field fdep STI CE STI PM Contraetoes Rep
. r q jWrAf NORTHWEST
. ~
IIAILY FIELD .REPCIRT
Prnj Name • Date, 4 ,ry •
~ U v~ 0-1),
Projecf No. Ft+eport No ' ` . .
~ ~ ~1 ~ ~ Amv~ firm Dep~r~ me
c C3P ~
Client L+aeai Representative/ phone numbec
L) CC Aqpo
L-ienera n c ~ . zsite Haprowntativaf e numDer -
1 ~ ~~cp v1I S
5ubcantractnr r') ctManagerl phnrre nurqbr 1~
~ ~ ~ 1 f
Page ~fo. I oF ~ A~AfJ ~ [.9 V1Y1 ~ Vt 04-J, .
Manpower & Equipment Used
Comments
(VNak CanNot$d APparamh' Aff 1f tJ O~C'1 VI.
per 3pecftah= ProLlem
and ; lubDris) t~ ~P 1 ~ S
t
t~ru J~ vVL
"0 9 S LL C~'urQ [ 2- ) 4L ~ ~ (3- &JA U9,
r
NA
~t
5TI F9ELD REPRE A71VE CDNfiRACTDR'S REPRESENTRTIVE
This document and referenced addenda ara to he oonsidereci prellminary unhl reveiwed and signed by the S71
oons#ruction engineer and/gr STl project manager.
REVIEINED BY: aATE ST1 PROIO MANA~ER: DATE `
~
S] umn, siauu*WGP prr, 5
Correspanding L3eiciency Report No•
Iv~"
~~~i f]~ ~
! -
DAILY FIELT) REPOR'I"
Pr(7je(`il NamB Da[$.
r'a ~J' Y1 I •1 LI ! L~ / ~LI
Praject tio. ` ~e~rt n~o..
~7G-_~C~L-?rI~
'areatner ~ ►,Mvaf Time CJeparture rrme
r"1_aL'C'y~ ,.r r 3
Cfient 1 Lncal Representativet phone numher
a•~r L_-~+~i7 ~ ~~7 ~1~ra 1..~•~rnc~
(3eneral n or ` e epreSenTa~v ~phone nuMber
cr4-~~ ,aJ'~~ ~t-I ; S C~
5uboontractor e 'S I Praject ManagerJ phonelhumler _
A- I~r .4-.n
Page Aln. ~ of I
Manpower & Equipment USed - . . . . . ,
Camments* (Wnrk Carnp3eted Apparently ~ br ► ~r~ ~ ~ r'7 ca- ~ f I.' t j~'~ Y~ L-L •`I T A~ f_' ~S
per Speciftatmns Pmhlem
ar~ . Ilat~tts) ; 1 r N' P_ ~ ~ ~ ~ wt L~~31-7 7~~•i' ~f j ~~r_! ~V~
~i 114~+-lu ~~n~`~ j~~~~~~~ I~ ~r"~'
GL•~-~-, - ~
1 7,, 1 2-
~I f , .f j
~ t` ~ ~ ~ ~ ~ ~ b~ r~~'Z? ~ ~~IL ►l,' C~~ Y' C_ ~ - f 5
/
i ,
I '
STl FIEL ESENTATfVE CC3P17RACTQR'S REPRESENTATa1+'E
This documerrt and referen¢ed addenda are to be considered preliminary until reveiwed arrd signed by the S7E
r,,onstnuchon enginEer andler ST1 praject manager.
f J w,1 q`/-M-~
FtEVlEWED 8Y: D►4TE Sfil PR[AJEO'f MANAGER:f[7A'fE ~
❑ liwm5%stlfipldrep Rrn5
Correspanding [3eftciency Report Nfl:
PRCE _2_ of 2
PROJECT NAhAE: Lnng Uiew Place
jWrI Nf]R'THWEST F'ROJECT IVUMBER: C-70-SO20292
►4IR ANO MAAfDREL FrELp TEST RESULTS REPORT No.-E
2214 E RfVER51aE, SPC)FtANE, WA 99202 C}ATE 10-28-02
(509)534-9711 FA}C [509)534-9755 TECH: Alan Bain
LOCATI[}N MANDREL MAIN PiPE MAIN SERVIGE SERVICE TfME " PFtESSL1RE PA55 CONIMEN7S
Maraho9e to Manhole pIlaMETER D1A'METER LENGTH DIAMETEFd LENC.;TFi 1 FAfL
(to 114 inch) [Inches) (feet) (inches) (feet) (Minutes) P51
MH 1- MH 2 ~ 7%. ~ 8 ~ 229 4 ~ 424 ~ 12 4.5 ~ P p
MH2- MH3 ~ 7s. ~ s ~ 71 4 100 ~ 5 4.5 ~P
MH 3 -MH 4 7% ~ s ~ iss ~ 4 ~ 120 I 11 45 P
M H 4- EXI ST ~ 7-1/4 { 8 20 ~ - ~ - ~ 2 ~ 4.5 ~ P ~
I I a I 1 I 1 I I I I I I 1 1
I I ~ I I I 1 ~
I I I I ~ I I I I
1 I I ~ ~ I 1 1 I
I 1 I I I I ~
I I 1 I I I I
I I I I 1 ~ I I I
I I ~ I ~ l I I I
I l ~ I I II I I
I I I ~ I I ~ I
I I I I l I I I
I F I I I I I I I
~ I I I f I I I 6
NC~RTI~INEST 40 I],~TT~Y FIELD R'~P(3R''
~~~~2214 F.ast Riwerside
5pnkane, WA 99242
- F'ralect lniarnahon
PEOod Name. Date
Lon$view Pcace 10/28r2002
Pm,ect tio Repcmt No
c-70-s~20292 7A
weadw Amoai rhne: Dqmrbire Tff,w
clear, cQld 10:30 12:00
ci~~~~ Locaa Reprmntam,e ~ ~~ne nunte
d3ennis Crapn Qennis Crapo
Gemal ContracW. Sitie Repesentab►e 1 phane notw
Eller Carp, Mike Eller
5Lbcnh^adm STI Prolect ManW Iptone nurrba
Bob Graham 534-9711
Pap No. af STA ReprmrrEatives on site
1 2 Bvb +Graham
- Marpmu arti Equipwt ll6.J
❑a roller, grader, 3 rmn
- Fieid vbservabons
I arnved vn site ta eheck densificatinn of suhgrade, includmg the areas under the curbs as well as the
teaveled way. `l'he 5trip a]ong Long Street was nat ready fos tesbing at the time of my visit.
1'he rnadway had bcen cut to grade and we11 rolled when I arriucd. I`he raller continuecl to wvrk in the
turnaround at the end vf the project while I was an site.
The rackiness of the soil {typicaT '►ralley gmver} prevented the use of the nuclear densameter sa a 1f2'j rod
was used ta prolae the subgrade. Particular attentivn was given tQ areas oVer the waterline.s and ufiility
trenches.
All areas testex3 prcM3uced results which were firTn and unyielding.
S'I7 Fieldpresent.atav~/ Cantracwr's RepresentatiVe
TFlIS coplNEM AND fiEFFRENCED Ai]RBNDA ARE TO BE OCINSH)ERM RRSIMINARY UNi 9. FkEVlEWED APlF3 516HED 8Y FHE
5TI COHSTRItCf ION FJdGIHEER APDIaR 5lI PRDdECT
~ ■
I I ~
Revieweci by Date STI Freject Manage~ Date
Caffesponchng Qeficiency Repo't No: F'LCW xepon va 2 aWu]
PIAT A'NA F'U17 ' . -
~ FBDUNDARY ~
6TH AVE~NtJE
~ NORTH
1
TR Ac 2
44AD M
w
<
C) F-
~ 3 $ 4 k~
° ~ .
Li
Fa
4 7 - ~7
6 .
tPLAT AND PvD 6
• . ' ► 9OUNOA
Ki n n rt ~
ii
v r~vu9 I ~
" ~W►~jN0mH%wr Larag View Place PUD Job Nv.: +G-70-SO20292
Fie1d RepQrt 7A
2214 E. Riverside 509-5343711 datB: !C> f~ 8 Sgakane, VVA 99202 509-534-9755 fax Page Z-Of Z~
■''►'I • ~}ATL~t' FTELI~ ~P[~RT
2214 East ~vR~rRiversideHw~sT, i~~ A„
_ Spokane, WA 99202
Proiect Information
Date:
Pro ed Hame , r~~~-
l v ~G
Prii N . Report No.; . ~
-C-]o - ->0 r'3 7
weatber amval r tieparture rirrse•
C1 Y ~'I~
~~f
clIput LOCi3l Repf@5ef1tatI~VE I phflfle llllf?ibef
1 S f` . ~
Cer~eral os~tractor~ Site resenfat~v,elpho nu gber
~ L...
5ubconfractor 5TI Prol ect Manager 1 phane num r
Page Na af 7 f~ ser~let es an sita
-L-
~
Manpawer and Equipment Used
' c__ A -6 .
o~s
Field Q~se ti -C
trr~~
~J
ro~.~,►„~r,.~.s~-~~ ~ fWA4..¢ ryv-
~-S
'
1 3 ' ~n 6 ~ ~ ~
i ~a ►u~ ~ ~-,I f t
r~~~z .7 Ls CQ-ii"
~
- .We ~
STI ZoLect Man ea L?ate
esentah
STI Field R
THiS DDCUMENT AHO 6tEFERENCED AD➢ENbA RRE TO 6E COAlS[OEREd PF3ELIMINARY l1NTIL REYIEYVE6 AND 51GkE0 BY THE
WI1 GpNSTF3IJCTIQH ENGINEERANU1ORl`°11 PRpJECT tvIAAlAGER.
Correspanding beficiency Repad No.
FxFA Rrprnt N2 4 SIIBra;
Agmkb. ~ DAl_ 1 FIELD REPQRT
' STJFNORTHWEST ►
. 2214 F.ast Riveslde .w•
5gnkane, WA 99202
- Protect fnfarmaban -
ftlect uams: Date
L+ongvie+wr Place 111112002
Project No. ReW No.
C-70-SO20292 $
VNeathw Arriva! Tym. owartn Tfrae
ctear, cold 11:45 2:30
Chent Local Ftepresentatiue ! phone nirttw
❑BnnIS Grap0 Df:nRIS Cfap0
Gewal Cnntractcr Stte RepreserstaWe 1 pttnrte ntunter
Eller Carp. Mike EIler
subcontractrx Srl Project ManaW 1phm numter
Bob Grataam 534-971 i
Page No. of sFF Rqmmr,tab►es arr ste
1 3 Bob Graham
- Manpmw ani Eq[pmt u--.] - ,
DD raller, grader, 3 men
~ ~~~d Observabm
I arrived on site ai contractoes request ta test densification of crushed rack under the curb. Bee,ause af the
cald temperalure,s, water had been added sparingly, hut I was still finding maistures c+f between 11-1 4*Ja.
- Afler cansiderable re-worki,ug, all areas met the Caunty 95°/fl requirement.
Winkler was on site to porar curb and guifer. After i discussel temperature prQteactivn, they eleeted to
postpone the pour until a.r►other day-
-
STI Fielt'lepresent;a
,,Ule CantracCar's ,FLepresentative
THis ❑oasrBrr Am REFeRErtM nDDENDA nRE To aE evNsCRED PRaACWr UrrrL RErnEwED nsdn stGNa) er nHE
5TI 4DNSTiRllCiION ENGiNEER AAD![iR STf PROJEGT MANAG
~I
Reviewea Date sTi P«;ect NdLmer Date
Correspnding C1eficienry ReW Na Fwld Report Y2 2 8128lO1
2214 East Hiver^side
~ 5pokaQC, W A 99202
509-534-971 1
- NC7RTHWEST Fax 509-534-9755
REPORT OF FIELD COMPACTI()N'TES"i`S Nuclear Methoi ,457'M T7 2922-96
s❑rls and aggregates
Date: 111112402 Project Name: Long Yiew Place
Clien#: Dennis Crapw Prnjeet C-70-S(}20292
Teehnitian: Boh Graham Field Repart Itio.: 8
Density Std.: Page: 2of 3
Mvisture Std: Eqaipment ID N0.: 6063
TesF Derpih I3elow Wet Maisture Dry Malenal Camgachrsn Percent Meefs lZetest of
I,acafion Density Density Roy'd Spec
No 5G l~2evahun
~ ~ I (PCF) % ~ cr~ ~ Type I (0/0) k eor'~iien I (rnJ) nT No
i~ 11+20 RT I - ~ 1357 ~ 11.1 r 1220 ~ 1 95 r 95 IY
2~ 12+50 RT ~ - ~ 136.1 ~ 8.7 ~ 1252 1 95 ~ 97 Y
3 13+50 RT ~ - I136.0 ~11.8 ~ 122.2 ~ i ~95 95 ~Y ~
4 ~ 15+00 RT ~ - I 135.8 ~ 9.0 ~ 1211 ~ 1 95 I95 IY I
5 ~ 11+25 LT ~ - I135.5 ~ 10.2 ~ 122.2 ~ 1 ~95 ~95 ~ v~
s ~ 13+04 LT ~ - ~135.5 ~ 95 ~ f1 95 ~96 ~Y
7 14+25 LT ~ - ~ 135.3 ~9.6 ~ 122.0 ~ i~ ss ~95 ~ ~
~~Road I I l I I I I I
$ ~ 13+50 RT ~ - ~ 136.6 ~ 103 123.$ ~ 1 ~ 95 ~ 96 Y ~
- 9 ~ 11+75RT ~ - ~ 13l.2 9.5 ~ 122.0 ~ i~ ss ~ 95 v ~
I I I I I ~ I I
I I I ~ I I r I i I
I I I ~ I I M I f I
I I I 1 I I I I I
~ I I I I I I ~ I ~ I
X ~ kViodif'ieci Procior A5`fiN I31557-18 Standard Piroctor ASTM D598-98
Prpctor L.ah Descri~ ma~c s~pt o~r. [srtax
No. Na. ~ densiSy mvisim donsiSy
CPM/~~KANE CO 5/8" 1tECYCL.ED CClNCRE'[E I 129.0 I 10.5 I
-STZ--1-P'5 tt'l" IZ, 6,+ PGFCR 9,Z7rv
~ ~ ~ ~ ~
I ~ FLAT AND PU❑
~BO11NDARY ~
GTFl VENLIE ' -
- ~ ~ ----Y~
A' NC]RTH
. A~
- ~ ~ `F~2ACT "B" Z
~ p C-~ r-"s 1 ~ t
T~S i
LLJ
2
9
U.1
0
rsc . ~ 8
4 ci
I F
D ;'r
~ cD
r,c
n ~ C7
4 7
5
- ,
6
x .
N\\
tALAT AIYD PUO ~ 6
BOl3NDA~,Y
~ r ~ ~ V R\ L. I i+d rv L1 LJ I I I
t4ammwEsT Lang View Place PUD Jab No.: C-70-5O20292
~
Freld Report ~
2214 E kiverside 509-534-9711 ❑ate: t t( t ~
Spokane, WA 99202 509-534-9755 fax Page n, Of ~ -
UA1_ I C'] IEU) REP+DRT
►~~.~7NoRTHwEs~- 1 ~
2214 East RivceSidc r
Spokarre, VI+A 99202
- Proiect Infarmation
Praject lVarrae Date
Longview Place 131412002
Pro}ect No Repan Na
c-70-s420292 g
Weather Amval Time Departure Time
Clear, coltl B'30 10'30
C[ient Local Representafive 1 phone number
l7ennis Crapo []ennis Crapca
General Contractor Site Representative! phane number
Eller Corp. Mike Efler
5uhcontractar STI Ptaject Manager 1 phane number
Winkler Cvncrete , Bah Graham 534-971 1
Page No. 08 STI Represeniatves on site ,
i 3 Yim ,lohnson 310-6851
- Manpower and Equipment Used -
1 -curb machine, 1 -utility truck with trailer, 6-personne9
- Field Observations - -
I arrived on site at f.he contractor's request test and inspect Type'k' curb and gutter.
At the tirne ttf arrival, Winkler was just starting tcr forrtx curb on the north side oFf`h Lane.
A concrete sample was abtained at Sta I4+75 and tested For slump, air and tempera4ure.
Four 6X12 aylinders were cast
~
STI ~l~d Rej?P~SeTlfiat1Ge Contractcar's Representative
THIS DDCIIMENT AND REFERENCED RQDENI1lt ARE 70 BE CONSIOERED PitELfMINRFiY UNTfL REVIEYEO RND 51GNEQ BY THE
STI C{1HS'fRl1CT1(]N EhGINEER ANDIaR STI PROJEGT hMNA$ER.
- Revaewed by C}ate STI Pr4~ect anagar ~ Date
Correspundmg Def ciency Report Nv. Fica aqmrt vz 2 srxsro I
PRC3° -'~T: ~ c~~, ~
PI$Qa--L:T No.. -7r} VL
RE I'ORT Nn.: ~ I
a~' ~f~]RTHWESti I~ATE: `~I,z
TECH:
3628 E. FERRY
srOKANE, v►rA 99202 CoNCUET~ SAMPLIVVG AND TEsT REPaRT ~
(509)534-9711 Fax (509)534-9755
F.I.ELD DATA ~ I BATCH DATA
smLm PMFv~~")c IMUNw 32 za~-q
nATE oF SAWLE i1144 ~ 1 rnUcic Ne.: 418
TMoFs~LE Q't 4 ncKErxw i 3'S 74r4
w~~ ~ ~o' - ~ SACKS eEhffm / C-Y. 16
mNnnXTrrE G scs K~ TMCEMIENr R G) r I
SmITL:Im'I1w 6vrb t c~ BAl'["Q'I'IME
SAIMME IJOCA, ,~N ~ FdHD PIXGZI4i12`I' TUdE
M ADllmx7TlRm ~ AS vl l~td c1 Jct
,~A r.
UffAL LQ.fBIC YMW PIAM G 4 MAXAG4MF.4ATESIZE 3,`t
~TAKENFRoM p cx Qr J c~ aaUM wAaM Pbs) a 2-1s .Iq
con sox ~ vvATYJ.-cCMVrc rs.ATIv , 4o
rotca: ~ pESIGN srRENcM
- ~ FMII MTTNG DATA -
MT RMULTS SPEGIMD VALi]FS
' t'A,
~.v1►~ ( zl4 C~~ c 143] G ONCRETE TEMPEItATURE (ASTM c1064a r
~
Allt carrrENT (a.~~) C 231]
~
wATER AnDED (pi)
W~TEIL-CEMEn'r RATIO
LABv~~~~ TESTINc DATA ~
~
LAB FEUD DATE TEST A{3B SI[M AREA TOTAL STMCnU `fEM BRM
IQ No. m F,EC'I3 DATE '(IDqs) (sq. In,) LAAD (Lbs) (PE) TYPE
~
5AWLE1J BY CHECKEI7 BY FEVTE VED 13'Y A.STtvi C31,C39.C5! I,C617,C1231
0~~'7'IIL.A~IE'f3ItM5\C4NCR REE'[3RT Y2.0 3100
PLRT Alda PLtO - ,
t' ~BOUNa►4RY `
U 1H VENLE , a .
-
ZL y 1 NORTH
~
/1
I C ! nU~ 2 ~
~
L"]
W I ~
2 .
3 •C
n_
CL
C]
f-
..a 3 8 . ~ 4 w?
z - -
a
a~ 4 7
_
s
-
f-PL-AT ANa PUD 6
BOUN❑AR,Y -
~r ~ L S'~ f h I h
~ ` Lr4Jl\~~IIY nVVlI!
'~'WTj~~' Lvng V'iew Place PUD Job No.: C-70-St~20292
~ ~t
Field Repvrt
2214 E Riverside 509-534-9711 ❑ate: 11141.1
Spokar►e, WA 99202 509-534-9755 fax Page 3 Of 12
NOR7HVVEST ~ DA~~~ FIELa R~~ORT
azia East wversi&
5pokan,, WiA 99202
- Pmiect [rknrraban
Prood Narne- Date.
LongVle►N Place 11f612002
Pmjed No-- ReW ^o-.
C-10-5420292 10
Ntea►er ►4rrival Tffn: Deputm ram:
iUnny, COoI $:30 9:30
GGent Lacad Represenb*m fptmm nmbff
Dellf1is Crapo aeClfl'1S ~apo
Gmffw CofftaCtor. Sft RWwerttaWe Fphoroe maMu
E[ler Cvrp. Mike Qler
Sdxontackw STl Projed Managff ! pFow numba
Win11cferr ODraete Bvb Graham 534971 1
pWNo of sTI Represwtti+res an sde
1 si Tim Johnsvn 37H851
_ Manpow and Eq4mmd Umd
1-Cat 14OG grader, 1 -fR S❑70 raller, 1-llAichigan E.SOB bader, 1 -waier-truck
~ FoU Obsomabm
Iamived on site at the cc.mtractor's requed tmt densifieation af CSTC.
At the time uf arxival, the caubactor wa.s spreading, watering and compatcting the first lift raf CSTC.
' `nw contractor ww using arec:yeled concrete ma#erial for tvp r.raurse.
Sotne informatianal density tests were takwn to see what the carnpaction levels were. 'Ile tests indicated
the coWactor tad tri Oonddti~mue his compadion cffarts.
A Strala Engineering Proctor walue of 129.0 pcf. was used for testing.
I vvas unable tra cxmtinue vn-sitc testing, due to being r~Hed away to anoffier prajcct.
~
A ,
. ~ ~
5TI Field resenutative C.outractar's Representative
Ttnspuamrrrnr~ ~~m AmBm ►utE 7o BE r,oHSmatm PRammYwL R►nEwED Am siGNm avnHE
SnODWTMuc►Wt+ E+WiEM aNDIOR Sn PROJECT WsnGER
Re`riewed by Date STT Project Nilfmger ~ Date
~ . ,
Corresponchng Defiaericy Repoct Nm° Fiew Rep,rt rz 2 aWO i
~ PL4T AAId Pl7Q
/ ~ .I. ~BC311NaARY `
6TH VENUE - -
- ~ ~
~ . N'~~TH
AreA
TRA
~
W CC
k~ 2 g ~ 3
w
9~
~a .
< F ~
0
F a
3 g ~ - 4
Z
0
j cu
4 7 - - ~ i
~i-5
6
~ PLAT ANa PUa ~
BdUNDA~~ -
nt n nr,i-t-i
~,.1 r r V I\~. I I V I"~ IJ V I I I
~
Long View P1ace PUD Jab No.: C-70-SO20292
~
Field Repork ,b
.
2214 E Riverside 509-534-97 i i DBtB: li] b10?
Spolcane, WA 99202 509-534-9755 fax page__~- Of 'L
j4VTJ NORTHWEST DA,i r' FIELD REP[)R'T
_ 2214 ]yasl Rivcrstde
5pokatte, VJA 99202
- Rrme:t Infonation
F'crled Nome` aate-
Longview Place 111612002
F7tyect No. Repoft Na.
G-70-S420292 11
weathe,r Arrival Time Departure TUne:
hazy, Coo9 12:45 2:15
CEient LomI Represmtative J phane notku
❑@nnl5 Crapt3 ' aen►1!S Cfapa
Ceneml CantractOr Sde Representative P phnne nurrber
EIler Co[p. Mlke Bler
Sutcontracboe STf Project Manager 1 phane nwnber
Bo'b Graham 534-9711
Page ND of STB RepresentatNes on site
1 3 Bvb Graham
- Manpcswer atui Etqtpmrtt lsc:
IR ❑D-1 14, Cat grader, 2 bobcats
5 men
- Field vbs~abons
T amved on site at contractaes request to inspecC +18" recycled cancrete which had 6een uscd as crushed
surfacing prior ta paving. I took multaple nuke shats in areas at vanous depths ta insure thai #he WSI)ClT
1i£t density requmrement had b;en mef. FollQwing re-rolling in snine areas, all rcads wiih-in the pra3ec4
were #`ound ta meet the Spokane County 95°lo r.ompaction requirement far the fu1l depth vf t}se material.
In addition ta prePanng the surfacsng, the Eller crew was working on raising utdities and excavatin,g far
Pand A rvhich was in typica4 "valley gravel."
1` veaifaed a2" casrb reVaal tliroughotat the project
STI Field T~`epresentative Cantractnr's Representative
/
THIS 4DCiJMEN3 AANID REFEREHCE} AiIDENUA ARE T4 BE CONSIDERH3 Pf E].tfNIPIARY UNTfl_i RE'kltEVlM AFlE1 S1GHID ffY Tf°IE
5'n G4N5TRUCfION FJJGINE€R AMIOR $n PR4.1@GT MIhfAGER
r' J ~ f;~i+ r r Reviewed by '~ate S`I`i Project r Date
~ .
Com?spof1dIIig DEfiCtE1tLy Report NtF: Fx1d F.4part Y2 2 MB,7431
2214 East RiNerside
Spokane, WA 99202
509-534-9711
NORTWWEST Fax 509-534-9755
1tEPi)RT OF FIELD COMPACTLON TESTa Nuclcar Method AS7'M I3 2922-96
sails affid aggregates
Dgfe: l llbl2[l02 Pr'oject Name: Lorng Niev Place
Client: Dennis Crapo Praject C-70-S020292
Technician: Bob Graham Fi~ld Report Mo,: i l
TJensity Std.: 2601 Page: 2 af 3
Moisture Sfid: 70fi Equipment IU No.. 21303
Test I7epth Be1vw weII Mois-ture Diry Meleaial Campactian percmit Mccu Rete.st af
Z.vcati~ Ih~sity o Ilensity I~eq'd ~m S~ D`i' No
d+To SG Et~VSh~rn (PCF) {pCi? (~l4) ~acttote (Y/N]
Ar4e.5 !_.sae I I I
1 ~ 11+25 LT ~ +3" ~ 128.7 ~9.7 ~ 117,3 ~ 1 ~ 95 ~ 98 y
2 12+50 crrrR I +6' ~ 128.a ~ 8.8 ~ 1180 ~ i ~95 ~ 92 rN ~
3 ~ 13+50 RT e +6" ~ 13g.8 ~ 11.4 ~127.a ~ i ~ gs ~99 Y I
a ~ 15-+00 Rr +6w ~ 133.5 111.1 1201 ~1 95 ~93 ~ N ~
5 ~ 15+00 lyT +3" ~ 136.1 ~ 11.7 ~ 121.8 ~ 1 ~ 95 ~ 95 ~ 1' ~
L.ong Road
6 ~ 14+00 0 +6" ~ 136.0 ~9.2 ~ 124.5 ~1 95 ~ 97 Y
7 11+50 ~ +3n 132.8 ~ 103 120.4 ~ 1 ~95 a93 ~ N
Arties Lmie ~ I r I 1 ~ f I I
- s ~ 12+50 cNTia ~ +6p ~ 131.6 7.$ ~122.2 ~1 ~ 95 95 ~ v ~2
9 ~ 15a-00 RT ~ -+-6' ~ 135.4 ~ 107 122.4 i~ 95 ~ 95 ~Y ~ a
Long Road I I I I I I I
ia ~ 11+50 ~+3" ~ 134.9 ~9.0 123.7 I a I95 I96 I v I 7
11 ~ 13+00 C +b" ~ 136.1 ~ 11.4 122.2 i r95 ~95 ~ v ~
~ I I I ~ ~ I I I f
X ~ iVloMed Proctor AST'M D 1557-98 Standard Proctor ASTM D698-98
Proctor Lab Dumption masc apt ccrcr. Maas
Na. No demly rnoisture deaLSity
VALUE FRaM cPWsPOKANE cv 5/8" uEcrcLED cmNCRETE 129.o I10.5 ~
I ~ 5-r-X7 &A.R5 No 'Izs 17-8.4 i~&sr LJ-[,z-1o I I
~ I rPLAT AND PU❑
~I }BOUNDARY
6TH ~IVENLJE
~ ~~~~T'H
TRAcr "Bn 2
' - ~
I .
C ] L']
I, k' 2 LLI
~ g
ikJ
2 Ld
< F7
~ 3 ; 8
4
~
o
r-ri -
4 7
6
i ,
; ~
~ tPLAT AND RUD 6
BOUIdDFIR,,Y
; r-t ~y i h I n n rti i r i
Iv r-tiU u~ s i
~ l
~ NoRLang View Place PUQ Job Na.: C-74-5O20292
Field Repart#: - ~
2214 E. ~~~erside 509-534-9711 aate;
5pnkane, wA 99202 509-534-9755 faac Page 3 gf'-3
IAMI~nl 9~6-k"--v
li~ ~R~'H~'ES~" DATLY F~~LD REPORT
Praject Name pa}e.
J,Crr,5 i . , vZ.> 1G C~ - G.~
Rrnaect Nn. ke~ri o.:
c - 70 -11302G,29.Z I1;11
'Pafnee - Mnval Time Departure fime
Ow- a A 7 4 9--~,'C<:/
Cfierit Local Reprmntativel phone numher
uert n or Si ee~tati pve i number
rP_ r r Pw t~~.~i'd ~ 2?e-17AL~5 Cr~a~ n
Subcantr~dor STI Pra'ecf an erl pht~r(e numter
c rf
. ~ ~
Rage ND of ~
Manpower & Equipment Used Cie-AAI C . _ I~ •h~ ~~p
. ,
9- Cre.*/
Comments. p]j (W01& CC1Rwed APP3Te" l1YCr Il P~,~~ t1/dZ .S, ~ Q T saT 7 CJ Y]F►•~r c.
per 5peciCwti= Pmhlems •
and P Autw*) fY G rr ~ 04 ~l~yia J~r e S 6R v1 ~ Ce-.7r1
~ ~ -
C/n &P►-c,~c~~ c, ~ • ~ C-',r~
~1~~' r~~.~~ r~~,vl I~~~ ~-s 1~~. I~11 ~►~~~s
-
jQ& 0
5TI FfEI REPRESENTATIVE CONTRAC7UR'S REPRESENTATIVE
This document and referenoed addenda ars ta be oonsidered prehminary vntil reve4wed and signed by the STI
constructan engineer andlor STI project manager.
REVIEWED BY: QATE STF PR{3JEC1' ktANAGER. a,~~
~
~r.
Cnrresponding Defiaency Report No
2214 East Riversidc
Spokanc,, WA 99202
509-534-9711
JWJVJF IIiI]RTHWES7 Fax 509-534-9755
nEFORT OF ACP FTELD DENSITY TESTS ASTM D 2950-91
Date: Project Name: LQ;0,_-zo
Client: Project C-~o -Sa~za.29.2
Tecnnic;an: F,eia Re~ort No.:
T]ensity Std.: ,2 !eD Cl Paget
Moistuse Std: 7 0,~
T~ Material T'ercent Pass or Re#est of
T~t i~a~tio~► Lift I~ensi
~+f~. ty Class Gampactiun Rail DT Na.
(PC.F)
1Al1 CJ l P
~ ,1~ 1D# rra I Aw k I p
9 L I W. 9 1 I 9.Z I
~ t,~ I~ I 9 2 I
7r~ L ~.~s I
i
0~ .~.d k 3" ,
7 I r3~~~ ~ flv~.~ 1 f I,
9' 13~ 0 .R~ I 1ys~: J 1 I ~ I f
~ 46LOL I P
ra f~m 12d sv)
p a.3 1 -51~
4- ~r~ ~
ry IC/ I
e~ 0?r 1 ,•e.s mg? 1i t Gd I9.9 ~
/s-'v fd
I I l I ~ I
~ I I I 1 I
I I ~ ~ I
I I I I I 1
I I ~ I I I ~
man rab wce s~ple a«~~r~
~~s asTMrn041-95
Na
~ L
~ STS` t~ma I40, °t 3a~_ rZicE VAC.u F-
Paul T. Nelson, P.E.
Laboratory 5upervisor
~
PLAT I~PID Pf~~] ,
~BdUNDARY
r _
6TH VENUE ' - - -
N ORT H
~ ~7
l~ ACT „Bti 2
TR
i
Ld
~ 2 9 ' C
2 3 ~
~
3 8 ~
/1 C]
C7 r _ T
z II~ ~ cs
0
-I A ~
~ s
4 7
5
~
6 . ~
-
Iy t RLaT ANo Pun • ~ 6
*YL
BDUNC?A~~ rrZ n i A r1 f'1 1 T I
i r L. I oe r~ V 9J i I I
~'►~.~No~'~,T Lor~g View Place PUa Job No.: C-70-SO20292
Field Fteport I2_ .
2214 E. Riverside 509-534-9711 Date: Ii - II a o g
SpQkane,WA 99202 509-534-9755 fax page_3_0f .3
~ IAIY 1 FTEI{D RFPORT
~T l -
,'~~2214 IV~~~HWE~T East Rivcrside ~
Spokane, WA 9$202
- Pralecf Infmrmation
Project Name: Date:
Langview Place 1 2J4J24U2
Praject Na ' ReporE Na
c-70-sO20292 13
Weather Arrival Time: Departure Time•
Cloudy, 40F 12.00 1 •3a
Ciient- Loc21 Representative f phnne numter
Dennis Grapo aennis Crapa
General Contractvr 5ite Representatiue I phone number
Eller Carp. Mike Eller
5ubcontractor 5Ti Prflject Manager 1 phone number
Winkker Concrete Bob Graham 534-9711
Page No. Of 5TI Representatives Dn site
1 2 7im Jahnson 374-5851
- Manpwer and Equipmen4 Used
Winkler Concrete.1-Flat bed truck with tra1er, 8-persvnnel
EIler Gonctruction.Michigan 1-L90 B bader, i-Skid steer laader
~ Field Obsenragons
I arrived on sire at the contractor's aeguest test and inspect concrete far sidewalk.
At fihe time of arrival, VVinkler Concrete was j ust fni sh ing the pseparation of farms fQr 5' sidewalk along
_ Long Rd.
Qnce cQnGrete arrived, a sample was ohtained at approx. 13+50, and tested for slurnp, air, and
ternperature. Faur 6X 12 cylinders were cast, and left on site tn a cure box.
E21er Construction was a1so ran site cutting pond'A` dawaa to grade.
At the time of departure, the pand was nnt yet cornpleted
r
STI FiT/Representative Cvntractor's Representa#ive
THIS DOCEIMENT AI+lD REFERENCEO Af]DENaA ARE 7{18E CAN51!]EREO PRELIMINARY UPffIL FiNEWED ANI] SIGFdED BY YHE
sTi CoNsrRuc-riaN ENCINEER nNoroR sTI ~Rai ru~nr~nGE .
1
Reviewed by T)ate S~'I ~ro~ect Date
Correspnnding peficiency Report No FAw ReporL Vx 2 VasroI
UD
1 f e aouNo~~ ''s ~ _
6TH VENUE
NORTH
~
TRACT "8" 2
ck~
.
c~ L`'
ui
2 C'~
~ - -
• 4 LJ
s7 C CC
C~
I F
3 8 4 F;
r
in
I' C]
4 7 - ~a
i~
- e.
6
~
tRLAT AN❑ PU❑ 6
' BOU~lDAF~Y
1~,.
.
'&rS Noxmwm Lgng View Place PUC1 .Jvb No.: C-70-5024292
Field Report
2214 E fLiverside 509-534-9711 DafB: 14,10-L
Spakane, WA 99202 509-534-9755 fax page i 6f t
~
~ CENTRA' PRE-M~~X I~ONCRE~`E G[]. CUSTaMER
~~E Pm Box 3366 5pc~kane,WA 99220 Of5patch DireGt (509) 533-f~248 Bus. Offr.e (509] 534-8229 _
118'i9 ~lams Rd Pasco,WA 993(a1 I7ispatch Dirsct (5l39) 545-8510 Bus Off'~ce (509) 54~8405
PO Box 9575 Yakima,WA 98903 Dispatr.Fk Diasct (509) 248-2046 Bus. CJffice (5(39] 24E3-2041
W. 218[) Seltice Way, Cveur d'Alene,l0 83814 Dispatch Direct (208) 664-2333 6us [7ffioe {208} 664-2111
PQ Box 750 Hermiston,OR 97838 Bus otrce (541 ) 564-8005
C131AL6Fi 1101 WA Reg # 2P3-[}1 GE-NT-RP-M3i1J8 IO Reg # 5894-ARA-1-23 fJR Rsg # 122178 WATEIt A00E0 AT
CugTOMERi$ DWN RIS1C
Warning:lnaunaus taeyes Causesskin irntaLvn Cantains Partfand Cement AAOITIONAL WATER 1lDOEPI TL7 THI3
Read the fvllaw3ng warning heTore using, Corr[act wnth wef unharderled UMpTEDyy,qRRANTy Ct7HCR£TE W1LL REpl1CE fT5 97REKf3TH
aoncrete mortar, ce:mentqrr,ementmixtures cancauseskin imfaGVn, severe Tne ~y uawiy of e.mUaa RL-Mx agent agrees so ar.cept res~nsihility tcor
ehemicaf burns or seriaus eye damage Avoid can4ac[ uvith eyss and skin ~~~„a ;s ~uc~d sfrsngth due Sn watar ~sd aGvve rfesign
V~Jearwater~ronf gloves. a fulfy-huttoned I~g-sEeeve shirt, Full-lenqth trousers ~,e m~p,,,,~~ p
,ce c~
and light-ftGngeye protection Whenwesrkinc,~+mth th~sematerials~lf y~u ha~e rtp avert9 5half CenlrB! Pfe-N9isc G+~-
to slandinwetcanraete usewaterpr~tt~[o[s thataretightatfhertopandhigh rrece co oe iiaele tor any direcs qrrivedatlobwilFo Ent~t►sturnp.
enaugh tra 1ceep c6ncrete frgm flowEn into them If fin ishing r.ancrete, wear irkdireci, incidentall or consequen-
knee pads to protect knees Af4er conactwith any vtthese materials, wash Ual darnages rewliing trwn Ihe u5B p~ qa1 waCer at aas~r r~resC
offimmediately+nnthfresh,cleanwater lndireCtcontactthrouq hcloth in fsas 6r ~e p~ucSa or aNSln i or
da nqerous sea prvmptly rinse these matenals frvrn clcr[hin Seek imrn~ iate ~~~OTenY'~nanty Wi cai ~,rrs ror
damagessnrma musi eerrrade Other add'sGons
medica! attenfivn iP you 1~aue persistent vr severe discam~ort In rase o~qy$ ar
cantact, flush anth plenty vf vrater fvr at least 15 minutes Consult physioian ~ e~ur e ~~i~~y so~r~any ❑ Fest cylinder5 taken
immediately KEER C7ilT OF RE,4CH OF CH1LflRENT [1SER RGREES Tp CpNYET THI9
WARtJING7Q,dLL kER5S7A1SWFfOMAY~E4RCQMEINT[3GON'rRCT WITH WET;i1NHlSFtoENEa]
CQNC32ETE, MORTAR, CENSENT OR CEh'1EH7 NSlk6URES
BYjs(
E FAVE PLANT ARRIIiE JOB SITE STARTOISCHARGE F[NiSH DI5CHARGE LEAVE JOS SITE ARRNE RLANT guye rs Agent receipt v4 conCrete
■ °'Y • ~ • • • • and appraVal of any addad Itsms.
DRNERS' J. COMMENTS
Qrder Na. Cust. Nv CPM or Custasner Jab Custpmer PC} I Phase Cade TICI4ET IVC). Chiver CPM F'roJect Nv
I I ~if~ I ~~,.i, ~:t{ drJ3 , :~f$.3
f
C-ug[pmer [3Bli VBf31AddfeSS Q"aT,$
~J 1 14V [ i•.I~, {;f-o.. 1,1J t 1 f i=!I•i , i's ~ ?bel3~ ? , , ~ ~y/ r~i 4 ;frsia
Elefhvery InsVuctfons Wp Zdxie
:f::;'~~a I
1LoaU Ury DeEfveredUtv CtraerUn+ IProauGL:nde IJi]M PrDCuetL)escnoGan UnftC'nce Amvunt f
N
f_~ ' J,
s.~ ~ ~"'.s ; 3 ,.st. . E' ~
r ~l r-
iai L3
~ . i7-10 8.. 1-i0 10 01 4r'qi ~90 H~~~~ ~~TER
8.1 1 tf~4 `l., 9- C:T l.Jl'`{
LM~a d Sias Mix Na M1ilix1qesa~`pban 5tump Type ilC INEFU-selE 7ruck Plant Sales 7ax
0 i•.0 f .,L, C!3V) I~Jn '~i~.~~`~~~. Fr.) 4 -f4 TOTALDUE
~ ~ i ! ~-i- ~ ~'~"'~-~~-f'-=-~'~ i`~ ~ ~-i ~ i
KAlEtiIiEL 5FSIGH OTY Wfl1i1WD BAICKE1f VAK X VkIR Xriil;ST#!kE FiC t[~i'~L WAIER
3!4 ~ _173771F 1,Z340~ -.`.'l °.43X 9.R9 M3.19 gi
3re 276 i b 2359 ~b 2380 22 0.93% 0, ~9% 11 1.42 g i
6ID,SqAlD 583 ].G 5152 lb 5I70 12 0.23% 4,09% A 24,2? r~i
F'Ii4E 5~'u"!r 131 1b r~IS }.'d 5~0 ° 15 P: % 's~. 8~ A I$. i.~3 i~l
~'vE 554 ab 419~i lh 4795 1 5.~ `
VP 35 1b 1687 Ib IF,~2 -25 -1.48% 199.16 gl
DRRLtvHtR B. S ot 9.0 ox 69.0 0.0 0. 00%
CA1.G'[um 5. 0 qtN 42.5 ot 42.0 °0, 5--? .i~,%
NL~-SIU~:T~ R~4 RATAS: I
LOAD TOTR! n32939 I~ WATERAEEMEN"i 428T DESI r4N WA$ER: F59. 7 g? AiTl1AL W..Efd: 246.1 g 1 TQ ADI1: 116 g l
al": 5.00 Rb.NST IdATER: 0.0 gl ikaad T~IO. WATERn 0.0 g? !yd
~~,1~1~7 L.~~ ~ Dtl~. rr I'IELD ~r ORJ~
~ ,14 F2fit RYVCfStdC
Sgolcane, WA 99202
pmW {nfanaym
pruject Name. Date
Longview Place 121412002
PMect Nv.: Repoit No :
C-M5020292 13a
Weather Ama! Tmte Depatn`e Tune:
CloUdy, 4OF 9:00 10:00
CGerrt i.oal Repesentahve 1 plone nunher
Dennis Crapo Dennis Crapo
cenerd cantracmr site Repeserftwe e phone numbu
Bler Carp. Mike EIler
gd=p}mckw S-n Rvoct Wcruager I phane nurrtw
Winkler Goncre#e Bvb Graham 534-9711
Par Na. af sTI RepreseribWes ai sb
2 4 Mike Cunningham19:5A-79'95
Manpmw arxi Equiprnent Used
- Fidd Obswvabm
I arrived on site at the cornractaes request teest sidewalk subgrade cvnipactian by nuclear densometer.
Al1 te~ locatians exceedeci Spokane +Caunty standards.
At fhe rime vf my departure, Winkler Comccrete was just amving to cammence preparatiQn of forms far 5"
sidewalk along Long Rd
STI Field resentative Contractor's Fepresentative
TH1S DOC7JMENT ANQ REFE3ZENf$1 AdDMA RRE T[3 BE 0€]NSIC]EREC1 PHELIMIHRRY l1hITIL RE11iEWED APID SIGidB] BY THE
STT ooN57RUGf40H ENGIHffR Mlf}IOR 5TT PR0.[ECT MANAGER.
,/.'z&~
Reviewed hy Date S"I'1 Praject lnager ~ I3ate
I -
Coirmpmdng Qefifidem Report Nn FrJdxepmn.22srMvi
~ 2214 Eagt Riverside
Spokane, WA 99202
509-534-3711
IdOFtTHWES7 Faa 5ii9-534-9755
REPORT UFFTELD iCOMPAC'fIUN TESTS Nuclear Methhod ASTM D 2922-96
sails and aggregates
I3ate: 121412002 Project Name: Iongview P1aoE
Client: Dennis Grapo Prrijeet C-70-SU20292
Technician: Mike Cuuungham • Field Report Na.. 13
Density Std.: 2530 Page; `Q; a£
Maisture Std: 694 3 ~
["ruage Id.: Tmxler #21303
Teat I]Epth Belaw wat Moislure Dry material ~~~bon Percent mects I2etest of
I.ncstian Densily o Density Req'd Sp~
No. SG Eiewahon ,~FCF} ~ (PCF) T~ (0/0) ~smpachon dYIb11 DTAFa
#1 LAmg xa Sta. 14+15M sfw ~ 0.0 ~ 143.5 ~6.3 ~135.0 ~3 ~ gs s$ ~ Y~
#2 ~ Long ftd S€a. 13+45rt, SAW ~ 0.0 ~ 141,3 ~ 6.1 ~ 133.2 ~ 3 ~ 95 A 97 ~ Y ~
#3 I r.,ong Ra. sra. 12+8art, s/vv ~ 0.0 1 145.6 ~ 5.8 137.5 ~3 I95( I ioa I Y
#4 Lmg xa sta 12+20r, SIv ~ 0.0 ~ 143.2 ~ 8.5 132.0 ~3 ss ~ Y
#s ~ z.ong Rd sra. i i+ssrr., s/w ~ 0.0 ~ 140.8 ~ 7.6 130.8 I3 I~5 I95 Iy~
#s ~Lon$ Ra. sta. 10+90rc, S/w ~ 0.0 ~ 143.4 7.9 ~133.0 ~ 3 95 ~ ss ~ Y ~
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 ~ 1 I I I I I I I
I f 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 1 I l I I I ~
I I I f I I I ~ ~
I I I I I I I I f ~
X iModified Pructvr ASTM D1557 98 ~ ~Standard Pmctpr ASTM I]698-98
Matenal Desnptkm maaz opt ooa Mau
Nn clensiiy mnistunc density
1 I Native subgrade, esfinnated pmaar value ~ 138.0,41fe
2 silty soil
3 518" mi.nus rm-ycled cancrete, Pmmr by Issland Asphalt ~ 129.0 ~ 10.5 ~
~ i-r.r t.ka t4o. -r z.~ i ziB.4 +°G9~ .z y~ I I I
PLAT A~ED PUd
I [BOUNDRRY -
V ~
6TH A-'ENUE - - ;
~ -
` 1\IORTH
V I 1
I TRAC7 "B" 2
~
t7 'J" Ar L']
cc
2 9 w
~
c)
8
Ur 4 C]
Z
c~
af
/1 -~j ❑
~.r ~ - - 5
~
!
J ~ 4
L
t~~;
C~ ~
PUIZ ANA PUD 6
' BDL1NDA~j.,Y - r~nFai~+i n nniTs
I .
- . \ 1'~ \ ._.vi\L.Iiv r,vlJ1 1
~jW!~j NOMf WM Long 11iew P1ace PuD Jab Na.: C-70-SO20292
Field Re~prart ~ J
2214 E. Riv~side 5fl9-534-9"1I 1 Date: ?.d l3W f'D Z .
Spokane, WA 49202 509-534-9755 fax page*pf
~