PSI Compression Tests~~c ~ Infornaation
~/'~~~ To Build On
C SEATTLE gVI310N ^ TACOMA DIVISION
2x11] SETH AVE W '0.]35 SC. TACCM+.'A'-°. SJI-E ro
NGUNi,.AKE TERRACE V:A SEOaJ 1ACOLIA V[A 93<E9
MR 11514
~ poRTLARO om3R)R
EO)2 f[O CVTTER CIR SUITE ae0
PCATLANC. OR 9720
1500) 239-ITB' %AX ('A]I 389. re13
CLIENT _Yelm Communit~Schools
ADDRESS 401 Coates Ave. NW / PO Box 476
Spar.away, WA. 98597
ATTENTION Mr. ROtky Kirkland
P:O NO.
PROJECT Fort Stevens Elem. School
_ PROJECT NO. ?42_-B_0.212 DATE _ Sepl0mber 29, 2008
PERMIT NO. W.O. _
M1lNlCwaurv IGty of Yelm
ENGINEER ~--
ARCHITECT
CONTRACTOR _~ _
PROJECT ADDRESS 16525 100th Way SE - Yelm
COMP RESSIO N TEST RESULTS
ULTIMATE STRENGTH
SAMPLE I,D. TYPE GROUTED SIZE (L, W. D) AREA (60. IN.) oniE tE51EU AGE AT TEST LBS. p_gl. CHECKED
A GROUT YES 3" X 3' X 6' 11.51 101C6IC9 7 34630 2990 BK
B GROUT YES 3" X 3" X 6' t t 76 10127108 28 44590 3790 BK
C GROUT YES 3" X 3' X 6' 11.87 t0/271C8 28 47050 3960 BK _
D GROUT YES 3' X 3' X 8" HOLO H DISCARD
SLULIP FLUID MI%ING PI_•WT HOLROYD
GkOUT CEMENT C'SE AGG,
PROPORTIONS 611 935
TRIKK# 365 TICKET# 541089
FINE AGG. ADMI%
2145 32 OZ DESIGN
STRENGTH 2000
A71X#
6533W
LIORTAR CEMENT C'SE AGG
PROPORTIONS N1A N!A FINE AGG. ADb11X
N!A NIA MV(4
NIA
ASTM C-1064 ASTM C-1064
TIn1E 8 L'1E ATHER 10:15 AM CLEAR ngRTAR TEMP. NIA GROUT TEMP. 68"F
SAIApLEI`AND'ESTED MORTAR GROUT PRISM
W AGCORD,WC_w1TH: ^ ASTAI 0]60 ^ 'JBC 21-ld ® ASBA 01]19 0 U0C 2148 ^ ASTM ,^.1)la
SOUR LOCATION AND NOTES.
DATE RECEIVED Odober 2. 2008
OTHER
^ U0C 214] ^
PLACEMENT AT 1ST LIFT OF PLAY SHED CMU WALLS. REFER 70 FR 80212 FOR FURTHER NOTES.
_
J
EQUIPMENT IDENTIFICATION AND S/N#:
COPIES TO: IN SPECTOR: DATE: -
CONTRACTOR
x CLIENT
PENNY WALTON 9/29r
2G08 fTEMS{NSPECTEDTO ~
APPROVED PLANS ARE: i
®
®
ENGINEER % BUILDING DEPT.
ARCHITECT SUPPLIER FIE LD CONTACT: DATE:
CONFORMING
I
I
.NONCONFORMING ~ i
j
NAIAE ON OFF ST OT MILES
•ma mKm armmanawpnn.mngl ev:Rnwny T'q auoq.mmplgrvepater rrmsepi.~enwnP.lpanp
wro. w Inf mar.. gwpl n w .vnv n. M: pnaman ql vrNefwn. Senue nexuiK. re . pmnma:
SEE FR 60213
'me wrofMrn Nfb 4!. cwKl apv naJlf Altl..a tan ee aoLN rnl yrbmm vA•v M[s.afm. ma4 ~wM M
yTK fcgeol Targr4 LMlofa'+NM ml:a[a-NUOAb rpN[YlM lfpKlM KpmrtO Kteparc.al oT~mxaMU
Iqh ar a.m..rNal Y.yn y ma5Nol 1. Wvdturwugranrh
TOTAL HOURS
~
'
~ E ~' `-
~
S
f
~' 11rt
~~~ Ip~Jl~~pU~~~~~ryryJ)
`
8
ce Industries: EDWARD SMITH
Professiona Serv I
a
a 6 '
b-2B
250
TS.9&, ~ IJOV 0 F 7008
~~~~~ ~ Info»nution
L/r~ToBuild On
8...,....FP - ~-.aal.. • ~.-.~.
SEATTLE OM3x)N ^ TACOMA OM41ON
24113 567H AVE W i:A2: S0 TACDM1U WAY, SUITE N1
N+DUNTUKE TERRACE. NIA 9tl?o3 TACOM1IA N/A DtlIDD
FR 61515
PoRTUr4o oMeaN
861290 CUTER DIR. SUITE 480
PURTIAND, OR 87217
(5631288- N78' FA%(503) 289-1918
CLIENT
ADDRESS
TTENTION `
P.O. N0.
PROJECT YOIm Community Schools _
a_01 Coates Ave- NW / PO Bax 476
Spa~a~.var. wn 98597_ _
Mr, Racky Kirkland
Forl Stevens Elem. School _ PROJECT NO_.
PERMR NO. _
MUNIgPAIITY
ENGINEER
_.
ARCHITECT
CONTRACTOR
PROJECT ADDRESS 742-80212 DATE OUober 30, 200.6_
W.O. _
Clty Of Ye!m
_
16525 100th Way SE - Yelm
FIELD REPORT
PSI ON SITE FOR EPOXY INSPECTION.
PLACED IN GRID LINE F-3f4" HOLE 7" DEEP WITH 5 /BALL THREAD INCLUDED 14 TOTAL AT 7' DEPTH, 4-15 DEPTH HOLES EPOXY USED. SIMPSON
STRONG TIE IY 10102655 EXP. DATE 07!30210 SET PAC EZ.
ALL HOLES BLOWN AND BRUSHED OUT BEFORE PLACING EPOXY. ALL WORK PERFORMED MET CODE AND STANDARD T07AL HOLES i6.
EQUIPMENT IDENTIFICATION AND SING:
COPIES TO: INSPECTOR: DATE:
WENDELL BAGBY Oaoller 30. 2008 ITEMS INSPECTED 70
APPROVED PLANS ARE:
x CLIENT CONTRACTOR
®ENGINEER BUILDING DEPT.
ARCHITECT SUPPLIER FIELD CONTACT: DATE:
CONFORMING ^X
NONCONFORMING
'inn rPpa n Pvnaa Ior T4 ta4rmna+al Ilw WYR>'n1• Tne rtpolaV4n of Inin.K44, nF sry mw4C. W N bA1mFF a 4 tlnN p41!y, M A9'
m~mn M44R n M, tlat Te 1Y pwMPM d PmNUwI 8m•.i> VYVRM4 K n /MObD'
"'M [41r'rM nYttl n M Y4/aCY ~ M1 Vtl~ MYIN 5> W Wli MI MbnK srV tMnntliYM m/M Yw M MM F.M M
-e .w. CWraM wlwxcati'YM r+sw4w.~.maw Un"r~>4~PMr /rW analw.a4a4+.wrsrN~r
.NwM/ YF yac4aa+igrawn
SCANNED
Certifiod Report by
Professional Service Industrioa:
.~-~ ~ -
RE~EIVED
EDWARD SMITH to Novamber4, 20x8
NOV 122008
NAYF AN f)FF 3{T nT YII F4
W.BAOBY 1130 2)0 ~
TOTAL HOURS ]
//'''~'~~~~ i lnfornianon
L/'~~~ To Build On
SEATTLE DIVISION ^ TACOMA DIYf610N
Ze I q SeTtl AVE V; tOCiS SC. TA(1L1/A VlAV, SUITE Mt
NO6NTWKE'ERRACE.'N- 9sUC3 T<CONA ViA 3Ct99
(e23)24}ZW]'f/J(Ie25)Na-Ie01 (253156416LV•FA%(3i1}SB43t]6
MR~11510
voaTLANO orvlstoN
@YJ2 k0 CUTTER L:R. SURE ~~
PORTL4VO. OR 9!]I.
C~IF:NT Y¢Im COmmunlty_ SchODlS _ PROJECT NO_;_ 742-80272 DATE OCfOb¢r_7, 2008
ADDRE86 407 Coates Ave- NW J PO BoX 476 (PERMIT NO W.O.
Spanaway, WA. 98597
- _ MUNICIPRLITV
____
i City of Y¢Im
.
ENGWEER
ATTENTION Mr. Rocky Birklan0 _ ARCHITECT _ - _-
pp Np CONTRACTOR '
PROJECT FOR Slovens Elem. Scho01 PROJECT ADDRESS 16525 100th Way SE - Yelm
COMPRESSION TEST RESULTS
SAtAPLE LO- TYPE GROUTED SIZE IL, W, 01 AREA I50. IN.I [DATE TESTED AGE AT TEST ULTIMAT
LF3S. E STRENGTH
P.S.I. CHECKED
A BOX YES 3X3X6 7708 70i1dlOB 7 40630 7670 BK
B BOX YES 3X3X6 71.25 77t04lOB 28 53900 4790 BK
C BOX VES 3X3X6 17,43 1V04l08 28 52040 4550 BK
D BOX YES 3X3X6 HOLD H DISCARD
DE V [;N
SLUMP FLUID MIXING PLANT HOLROYD TRUCKf 367 TIGKET 6 541226 STRf:NGTM 2000
GROUT CEMENT C5E AGG FINE AGG. ADM IX MIX M
vROPORitONS 611 LB. 935 LB. 2145 LB 33 OZ 8533W
LIORTAR CEMENT C'SE AGG. FINE: AGG ADMIX MI%M
PRQpORTIONS NA NA NA NA NA
ASTM C-7084 A$TM 01064
TIME b SVEATHER 2'151 OVERCAST hIORTAR TEM P. NA GROUT TEMP. 66° DATE RECEIVED October 9, 2008
SuaPLEO AND TESTED MCR rw-t GRC 4T A[ilSl. OT~+ER
IN ACUJRJ.ANCE W'nH' ^ASTM C?PO ^ UBC ZI48 ® ASTfI CiCtb m UeL 21-t9 ^ ASrI,I G-7370 ^ 'J8C 214% ^
POUR LOCATION ANO NOTES
PLACEMENT ACHIEVED AT T.O W. OF PLAY SHED EXCEPT FOR GABLE END
REFER 70 FR 67031 FOR FURTHER NOTES.
EQUIPMENT IDENTIFICATION AND SINA':
COPIES TO: INSPECTOR: DATE:
ITEMS iNSPECTEDTO
CONTRACTOR
CLIENT PENNY WALTON Ociober 7, 2008 APPROVED PLANS ARE:
®
ENGINEER z BUILDING DEPT. D CON A GATE;
ARCHITECT SUPPLIER CONFORMING
NONCONFORMING
"n4,roon'~s aa+aN lp•x. nle>,.w meK a++mq In..y..Yn.mnp/x°.ro~.xY +r m.Jae, men°prcwm l°°e.. NAME ON OFF ST OT MILES
V'x'/.4Y+4 TNni. b44t Y' N.rxul!° L1pc+laNra d Re4wor' 4xN[° xySxk0. Fc. sp'mihJ'
FR 67031 I T
ml. [mer»:n pLtai Ip m. epcvnryel xe,mn pu.x.<Iwmuv.mm mappnw,„N+Jw pxr.nwaro rpx wxn n
a a uzrolrw
°nr anpcaxa
nn+n.e YmN pI xp wn. CemY:am Yminc e. rmm.a o waevem m ~.[w
apro
N
~~
°v.,....r.mw apYVrn..x.p+n wn»w.[m.+m•pa.a,r.Ne.'
AA
YY''
l
C
5~11~~~6'
TOTAL HOURS
7
~/ / ~~
Certified Repoli by
R E C E I ~d~D
Professional Service Indusvies: EDWARD SMfTH A November 4, T008
T$_9a' iVOV I $1008
//''~~~""~ Information
l/''~~~ To Build On
reaa»..,tP4a • cm«.«nQ • >rwr~ny
SEATTLE OMSION . TAC041A ONISK)N
24 t t ]'_RTrI A'JE'N 10".25 S0. i AC(3tlA'NAV. SLATE M
1/OUIQLAME TERRACE, N.A y3Y.3 iACCN.A, Y`JA 118493
147"-1746~24:0'FA%;425t 748 I40' ;263;, >3?-1804` :pX 12JJi 564-2136
MR 11586
PORILANO DIVISION
0031 NO CLTER ('iIR. SVrtE 480
c LIENT
ADDRESS.
ATTENTION
P.O. Np.
PROJECT - Yelm Communi SchoDls
401 COates Ave. NV'J! PO Box 476
S anaway, 4VA. 98597
Mr, Roc BirKland
Fort Stevens Elem. School
_ PROJECT NO.. _ 742-80.212 _ DATE Se Ip ember 30. 2008
PERMIT NO. W.O. _
MUroCtPAdTY_ City of Yelm
ENGINEER ~ _ _
RCHI7ECT _ __
CON'YRAC70R _
PRQJECT ADDRESS ~. 16525 700th Wa SE - Yetm
COMPRESSIO N TEST RESULTS
SAMPLE I.D.
TYPE
GROUTED
SIZE IL, W. D)
A
REA ISO. IN.I
UATE TESTED AGE AT
TEST ULTtlAATE
CBS. STRENGTH
P.S.L
CHECKED
A PRIZM YES 8-X8'X76" 58.91 10/28708 28 17572 2980 BK
6 PRIZNt VES 8'X8'X78" 59.72 10728!08 28 153070 2560 BK
C PRIZM YES 8'XB'Xt6' 59.07 10728/08 28 768390 2850 BK
S'-JMA FLUID MIXING PLANT HOLROYD 7RUCK# 360 71CKET# 541108
GROUT CEMENT CSE AGG. FINE pGG. ADhUX
PRCPORTFONS 611 L8 935 LB 2145 LB 32 OZ
MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX
PROPORTIONS NIA N/A N!A NfA
ASTM C-1064 AS7M C-1064
TIME 8 VPEATr1ER 2:OOf CLEAP, MORTAR TEMP. N!A GROUT TEtAP. N/A
SAl/vlf:O AND TESTED \ICRTAR DRW' PR(S!A
Y o: JCOR^.ALCE'NIT11. ^ :STM C%BO d USC 21-16 ® ASrU Ci0t0 ®LOC 21-16 ^ ASTM C-10^4
POUR LCCAT~ON AND NOTES: OESr6N
STRENGM 1$00
MIX#
8533W
MIX#
WA
DATE RECEIVED
C'hER
^ 021-11 ^
PLACERIENT ACHIEVED AT 2ND LIFT OF PLAY SHED.
REFER TO FR 80020 FOR FURTHER NOTES.
EQUIPMENT IDENTIFICATION AND SINM:
COPIES TO: INSPECTOR:
x CLIENT CONTRACTOR PENNY WALTON
ENGINEER x BUILDING DEPT. FIELD CONTACT:
®ARCHITECT ®SUPPLIER DATE:
ITEMSJNSPECTED?Q
9/30r2008 APPRDVED PLANS ARE:
DATE:
GONFORMWG
NONCONFQRMING ~..
-1nsNropep<w.lw sx au lMUlmlp)n irme eem=m,. TM roprpaSaonW bi.ewn pS x.JmeaoaaM/a re:mm~.l loa NAME ON OFF ST OT MILES
NN pA'{r, qJ anymeam, .saFA'n IJI, xmpNMe 1JI iM:'nVOn GPmIpiLYW ScrvG01N.nYnS I:[., n p'onnlp•
FR 60020 1 T
ea
•mnaenhbn eLSNmlM xiurpcJyge n+un.cNpnif romne eiwn~Nq pl:no:m
wr
or oosr. mm+•m. re
n
``
__
a
JYfnO55:OGedme..«5 Cx:N:ibn 5n511 M1p!<WYYHm15PI55M1 y, Mpielen,
pf(
y~ns xe:ibM.:l
~q
y
~
1
xvMxuartxNOl'%Spn Y.n4F.11Y e1H lptllclnT npms+wnla- 1l\`''y
11 1 1
`
TOTAL HOURS
t•~
E.~
/~
/ ~
L
-
Certitled Repoli by RECEIVE D
Professional Service Irrdustries: FDW_ ARD SAAJTH ~ '~DD~apte November 3, 1008
TS-56.1 ~OV ~ Z LUDO
~~~'''~''~~~ Inforrruztinn
LI"~ToBuild On
s,~,.,.,,,,,o . ~oaw.rd..a • 111s.f8g
C SEATTLE ONISION
291' 356tH Alt W
F10UN1UKE TERRACE, TIA H9:a3
vA qa0'~ • FYY ~99A1 )6l.>I(!1
FR 61031
^ TACONA DIVISN)N ~ VONTCAND DIVISION
'.:A2°SO TACORIA WAY, SVITE NI 8032 NO. CUTTER CIR SViTE 490
TAf,OLVs 'NA 58999 pORT~AND, OR a?4V
f4E31SE9-1 °.04'FAx 12631 =8941!8 ;503: ze9-0?TS'EAx 1.'Y;x1128h19t8
CLIENT
ADDRESS
ATTENTION ~
RO.NO.
PROJECT Yelm Cam_munity Schools
401 Coates Ave. NW / PO Box 476 _
Spanaw~ WA, 98597 _ __
_
Mr. Ro>~_Birkiantl
_
Fort Stevens Elem. School PROJECT NO._
PERMiT NO. __ _
MUNiCtPALITV -
ENGINEER_
ARCHITECT _
CONTRACTOR. _
PROJECT ADDRESS 74.2-80212 D_A_TE Octob_ er 7. 2.008
W.O. _
City ofYelm _ _
_ _
_
_
1652510C1h Way SE -Yeim
FIELD REPORT
ON SITE FOR REBAR INSPECTION ANO GROUT SAMPLING AND TESTING AS FOLLOWS.
PLACEMENT WAS ACHIEVED AT TOP OF WALLS EXCEPT FOR GABLE END OF PLAY SHED- PLACEMENT ACHIEVED BY LItJE PUMP AND
QONSOUDATED BY MECHANICAL VI6RATION. A TOTAL OF 1 SET OF 4 - 3"X3"X6" SAMPLES WERE CAST AND STORED ON SITE FOR INITIAL
CURE. REFER TO MR 11510 FOR RESULTS. REBAR AND GROUT ARE CONFORMING TO JOB SPECIFICATIONS, APPROVED PLANS AND
.vPPLICP,BLE CODES.
•1 ALSO INSPECTED SHINGLE ROOF SYSTEM AND FOUND IT TO BE CONFORMING TO bfANUFACTURES SPECIFICATIONS.
EQUIPMENT IDENTIFICATION AND SIN#:
COPIES TO: INSPECTOR: DATE:
PENNY WALTON October 7, 2008 ITEMS INSPECTED TO
APPROVED.PLANS.ARE;
BCLIENT CONTRACTOR
ENGINEER x BUILDING DEPT.
ARCHITECT SUPPLIER FIELD CONTACT: DATE:
CONFORMING ~X
NONCONFORMING
'N,i11aT,6 pNndvd lvr lna lnrorReGmwl Na Clem ~~r~. TH rW»+:aon al Winpan,eYY*l nWrnpd. anY blmmmpn reamrv pant al a^Y
mum gac>xn ml+:Hwr me wi prmusu.d:tmwlipnas¢raw ra-rmea,ir_.is sonbNa• NAME ON OFF ST OT MILES
'Ria c¢Nlp„ipcn aHaa,a b tn9 acvr9ry 91 Ne msw.i CGlaiulllmm the anuai Onl p¢6'rmes enHhr A4sAVmcov mda wlMn:na s>Irv.C fepp+d
rra.>m. CgmnceH9n soal nm pe opamx9!o mxvas*. avnspnuon,spp'p.ai>rac:eplaroe al dnhassaia:n9+Ymaaxaramy d9rgnor WALTON 12J0 3 2.5
xYMagHlyd H.¢ gacG9mbn rsqu+¢m¢mi'
$CANNE~
/~ TOTAL HOURS 2.5
~C )~~ ~) U
Certified Report by
Protesslonal Service Industries: EDWARD A. SMITH Date October 23, 2008
,.
Ts-sa.1 ~~I 2 ~ tuJB
~~~ Inforrruztion
L/'~~~ To Build pn
r SEATTLE DIViSK)N ~ TACOMA OMSATN
2an3 5-a'M AVe d, :0:25 SD 'LCCAN Y
MOUNTLAiCE TERRACE., S'ih E9:+: L\COMA. S4T Sen99
MR 11510
[] xwreAMaa'»s1oN
6:3~ 6p CUTTER CSR. SVIIE <SO
CLIENT
ADOR655
ATTENTION
P.O. NO.
PROJECT Velm Community Schools
407 CORIe$ Ave. NW / PO BOx 4?6
Spanaway. WA. 9.8557
Mc RockY_Bilklantl
~
Fort Stevens Elem. School PROJECT.NO. :~
PERMIT NO-.
MUNIpPALITY
ENGINEER
ARCHITECT
CONTRACTOR
PROJECTADORESS_- 7x2-80.2_72 _ DATE October 7, 2008
_ _ W._O. __
City Of Yelm _
_ _ _
_ _
_ _
16525 100th Way SE - Yelm
COMPRESSION TEST RESULTS
SAMPLE LD. TVPE GROUTED SIZE IL, W. D) AREA (SO.IN.I DATE TESTED AGE AT
TEST ULTIMATE
L85. STRENGTH
P.S.I. CHECKED
A, BOX YES 3X3X6 11.08 t0114ro8 7 x0630 3670 BK
B BOX YES 3X3X6 11!04108 28
C BOX YES 3X3X6 itroa/08 28
U BOX YES 3X3X8 HOLD N
SLUMP FLLUD blxING P:,ANT HOLROYD TRUCK# 367 TICKE7# 541226
GRGJT CEMENT C'SE AGG F;NE AGG ADMIX
PROPORTIONS 611 LB. 935 LB. 2145 LB. 33 OZ DESIGN
STRENGTH 2000
Met #
6533W
610RTAR CEMENT C'$E Aw, FINE AGG. ADMIX
PROPORTIONS NA NA ~ NA NA MIX m
NA
ASThl G1
TIME4 WEATHER 2:T510VERCAST MORTAR
<hA1P'-EC :)U 1F5-_D n1'JN fAP
iN ACG^R¢aNCE IY IH' ^ 25T1n C!~i] ^ 'JET ?'?E
POUR LOrgTION AVD NOTES'. 06< ASTM G106<
TEMP. NA GROUT TEMP. 66`
G=G~t GftISM
E`. AS"1a 01913 ~ laC.'1.IB^ A6"1/„-1314
GATE RECEIVED October 9, 2008
OL-EH
^ l~6C 2'~1' ^
PLACEh1FN7 ACHIEVED AT TA W. OF PLAY SHED EXCEPT FOR GABLE END.
REFER TO FR G1037 FOR FURTHER NOTES-
EQUIPMENT IDENTIFICATION AND SIN#:
COPIES TO: INSPECTOR: DATE:
CLIENT ®CONTRAC70R
ENGINEER x BUILDING DEPT.
ARCHITECT SUPPLIER
PENNY WALTON
FIELD CONTACT:
October 7.
DATE:
2008 ITEMSINSPECTEO?O
APPROVED PLANS ARE:
CONFORMING 0
NONCONFORMING ~.
'Tn»r}cntusnaef kl ms mm.maloncUroclMVnv m»mY»+nonWmsuWAbr aymamz aro n.nanN,~iM11~i NAME ON OFF ST OT MILES
mm P•n. w.nl m.am. eceu.-ar. .mi,tm: air«A^++:.r<..•+w.w:ww ~e.",n ua:mm. nc.. narlrw.•
tT
T•i ta:IM.ilon Mpxf to Ta.au'a:vei I:e reylb V VMIVJ ppm M a WH ux y»IVmo1IDa01 J%mM.m mN4 Hmn To
Vilr'ad.'xW }: m0 w:M1. C?11CAr m`il' n01'N Mnd'.e111 t~MSXI in IIRPK[On, DI'6MM1.%i[9PIy%!tl V1'yl A15O:Yh0
vAM1 YexeRVn of~w9nttxVMeOffl ~VmfPI:ll:itOnfl~nPn»'I»' (ice /r'RJ
S 6ANN `~+ TOTAL HOURS
~ r~ ~
Certified Report by l/"~~
Professional Service Industries: t Date
PCT 2 7 ?~Ak
N ~ ~ Inforsnution
/'~'~~ .To Build On
e:,yr.....+l.v . co..nrtunly • nl.mea
$EatiLE OIYISIOrv ^ TPCOMA DIVISION
2a~13:bT`I avE'N 1'>>=55p lacorrx r:ar su. c. '.~~
MOVATLARE TERR4CE,'n'A 5e]n3 IaC:]I/A Y:A )Be35
CR 69255
PORTLAND DNISION
9N? NO g JTTCR rlR.
PCR'L/YD. CH 5/2Ii
CLIENT
ADDRESS
TTENTfON
P.O. NO.
PROJECT.. Yelm Community Schools _ __
401 Coates Pye. NW I PO Box 476
S an_away, WA 98597 _
_
Mc Rocky Birktand
Fort Stevens Elem. School PROJEC_T.NO
.,PERMIT NO
T - -
MUNICIPALITY _
ENGWEER __
ARCHtTECT
-!CONTRACTOR
PROJECT ADDRESS ~ 742-80212 DATE September 19, 20G8
W.O._ _
City of Yelm _ _
_
16525 100th Way SE -Yelm
$aInPLE I o. SIZE (IN.) AREA ISD.IN.) DATE TESTED AGE AT TEST! ULTIMATE STRENGTH
l.fd9. PSI CHECKED FRACTURE
TYPE
A 4X8 72.47 09126/08 7 67060 3290 BK 2
g 4X6 12.a7 70/77708 28 63600 6100 BK 3
C dX8 12.47 10/17x18 28 6718D 5390 8K 3
p 4X9 1147 HOLD H DISCARD
SAAIFLE aNC TESTED FIELD $FECIIl5N5 $LVMP $AMPLNG AIR T<NP
M aCCGROPNCE'A':Tn aSTI/ AS DA A$LN a$LM a$TM
C-]!• ~ C-ta] ®v:T2 m G231 ^ Gt0"++ G
'E.c Sec. ID.'.21Tamp Reoudrgy
'NIE. TEMP. S 7:05: 53"1 DATE MI1(ING DESIGN
';:EaT'nER OVERCAST CAST 19-SepAB PLA.V7 NY80 STRENGTH
PROPORT,CNS: CEMENT C'SE AGO. FINE AOG. 'NATER ADDED
Ji4 3.'9
FLY A3H 497 74031402 7472 200
98
TYPE OF CEMENT I II CONC TEMP. 69° 6LUI,IP 5 Ins.
TRUCK 707 7ICkETt 5378 SUPER P;ASTICIZED SLUMP
POUR LOCATION ANO NOTES'. 6REax NEO GaP OTNE;
aSTIr ASTI/ a$TM
G39 Cd 04231 m
SAMPLE
4000 ttPE CYLINDERS
ACAL%TURE ADMIXTURE ADMI%TURE
GLEN
77.502 NIA N/A
AIR N/A % CUAM• ITY 70 Cu. Vtl
WA MIXk F404G
DATE RECEIVED: September 20 2008
CONCRETE SLAR IN GYM PLEASE SEE FR 62596 FOR M10RE INFORM1.IATION ON POUR.
EQUIPMENT IDENTIFICATION AND SINtl:
COPIES TO: INSPECTOR: DATE:
CLI
ENT CONTRACTOR
CODY
PINKLEY Septembe
r 79. 2008 tTEMStNSPECTED 70
APPROVED PLgNS ARE:
ENGINEER x BUILDING DEPT.
ARCHITECT SUPPLIER E D CON ACT: DATE:
CONFDRMlNG.
NONCONFORMING ~..
~Tra«ymmwv.a,u br eF n~w~.alm vl m. aen mn YA iK,ana~lmnru•wmLxavmmoe rMhaan:«yima r.np.eN.sr rvmevm. NAME ON OFF ST OT MILES
ve:r-1 .; W.xI1m.1 p• LS ewmlYm a RaN,vnY im,w rnm;n.4a. apratiwA.•
FR 62596
'IA :r11aN:n anemm t~v.w-v:aryar rv ~ ro.:aawnry h~ ew «u ~eepwlarmen s.ua:hw~clma naae.rlinu. pemv]mNV d l'i v,:M
GM(~vnn Nlnaee eann.n b rtwtuna', mOn4~n, apxuita v.:2r.+`e of Xitl s.wtNre w• w s wxrmr er n.LT'++a`unM v1 e.
Te<,lttis u4r.mmh.' fM~ Pr
S~1 (~~\~ 707At MOLR9
n
?? ~ ~
Certified Report by <--~ n
Prof6ssional Service Indu$tries: ~N I\ Dale ~CtObef 22, 2008
`-
OC? 2 7 Yv';'1G,
-, -$a-I
JJ''~''~~i Information
~
To Build On
ll'
r..pHTS..trw • car..aLw • n.tso
U SEATTLE OfviY(P4' ~ TACOMA DMSION
,U 13'61 ~ A'v? ,'i CC4'ti i0 T.eoJC81- Y~ 4'! SUI{L Ht
I,:DL~NTWtE T=iW..'"-E, V~~ H3J's TACCr: A,'Ira :aus
CR 69256
^ PORTLAND DIVISION
tlD]2 MO. LITTER C.R. SLm: a80
PoRIWI,D OR 2T21T
CLIENT Yelm Community Schools ( PROJECT NQ 742-80212 _ DATE September 1.9. 2008_ _
ADDRESS 401 Coaies Ave. NW / PO Box 478 PERMlfi NO W.O.
Sanaway. WA. 9859.7 _ MUNIGIPAGTV
---~ ! Ci of Yelm _
ENGINEER
ATTENTION
P.O: NO. Mr_ Rocky Bilkland _ ARCHITECT
CONTRACTOR
~
_
PROJECT FoR Stevens Elem, School PROJECT ADDRESS. 16525 100th Way SE - Yelm
SAMPLE tD- SRE pNJ ARE4 (SO. IN..( DATE TESTED AGE AT TES ULTIMATE STRENGTH CNECNED FRACiTlKE
LBS. PSI TYPE
A 4X8 1247 09!26709 7 37830 3030 OK 2
8 4X6 '2.47 10117:OE 28 63520 5090 BK 2
C 4X8 12 47 1011?l08 28 60770 4870 BK 3
D 4X6 12.47 HOLD H DISCARD
SPMVLE AND TESTED PoELD SFECIIF_NS SLJIlP SAMPLIM^. P1R TENP BREAd NEO CPP °TRER
th }CCCRWNLE VaH . :.STM ASTM }STI/ PSl1A ASTM ASTfI tiAl PST11
C-3t' ~ C-143 @( Lt)2 ® 0231 ^ C4C84 m C-35 0 L121t 9
'Esu 592 M.'IO~a ALCAN/i)
TIME, AMP. B
'JUEATHER 1 t 10! E6" 1 GATE MIX:NG
OVERCAST CAST 19-Sbp.CB PLANT N DESIGN
YBO STRENGTH SAMPLE
4000 PSI TYPE CYLINDERS
~ROPORT:ONS fLV ASHfCEMENT C'SE AGG FINE AGG WATER AOOEO ADMXTURE ADMIXTURE ADMIXTURE
314 ~8 GLEN AIR IzNTRAIN
f O:i49E 12SOf362 146d 205 12.0 OZ 2.9 OZ N/A
TVFE OF CEIAENT I II CONC. TEMP 69° SLVhIP 5 1f2 ,rs. AIR 5_2 56 OUANTm 10 Cu. YC.
TRUCK 101 TCKET 4 $388 SUPER P LASTICIZED SLUMP N!A h11X M F404GA
POUR LOCATON A ND NOTES GATE RECENEO: September 20, 2008
CONCRETE SLAB FOR PLAY SHED PLEASE REFER TO FR 62596 FOR M110RE INFORMATION ON POUR.
EQUIPMENT IDENTIFICATION AND SIN#:
COPIES TO: INSPECTOR: GATE:
ITEMS INSPECTED TO
CLIENT CONTRACTOR CODY PINKLEY Septem ber 19, 2008 APPROVED PLANS ARE:
ENGINEER x BUILgING DEPT.
ARCHITECT SUPPLfER FI D CONTA DATE:
CONFORMING D
NONCONFORfdlNG
9Mf•mvib PO/N41IX'Le MmmVmmlNekMNf/.fM1emRW"aM NT61Cp..D/M!rmpeOJa]6p0Ynbdba0rmplM b/M/w~a NAME ON OFf ST OT MILES
mWF•~'~ fJ. ~iPUA4V M pxmRMn of hurwiMa 5en4e1rgnno.4c.. k pcDeln'
FR 625%
'il,v (C4rVr4:n WnV b tl! x<um'/ NeM rnJa aD:lholhOmple atDO~ Inl Yr10mIt0 Y.4'IX e-aV4UU'B mOYI'/ICei DV dkrel /WDe 01 Ts Nere.
CeM:01M Olnl ~o1Da:p-apue4 bttpAx4 anbrpnbt WYtlnl Or s-.wpan:e of Me• Wx M4'Mr4 ar axvnaHY 01 argnar ,.nf44[y M Te
,:lUfWiD'.mq-fwn~l~
~~AN''N7 E~ TOTAL HOUR$
CDT1IJied Report by ~_ ~~ ~ (`-'V
Professional Service Industries: - enweon cA41TH Date Oclubtri22, ?008
T$-96-I ~~~ ~ ~ ~oUO
~ ~ ~ Information
M~~ To Build On
iir~f....ra - Co+..r.NLw - ~
SEATTLE DIVISION ^ TACOMA DMSION
241„56TH AVE yI IC02550 TACOMA WAY, SVRE Ht
AIOUhrIANE TERRACE. VlA 9E043 TAC01M WA 98498
(3251248-240. • FAx (125)'<4Bd401 ;25]7 SBP,d-i9 • FA%(253) 508-2136
FR 60935
PORTLAND DNISION
8032 NO GUTTER CIR
PORTWND, OR 57217
CLIENT
ADDRESS
ATTENTtDN
P.O. NO.
PROJECT Yelm Community Schools
401 Coates Ave. NW f PO Box 478
Spana way. WA. 98597
Mr. Rocky Birktantl
FoR Stevens Elem. School _
_ PROJECT NO.
PERMfT NO.
MUNtCIPaLfTY
ENGwEER
ARCHITECT
CONTRACTOR ~
PROJECTADDRESS
~ 742-80212 DATE O_dober 9. 2008
W.O_. _ _ __
Ci of Yelm
_ _ _
_
16525 100th Way SE -Yelm
FIELD REPORT
PSI ON SITE FOR REINFORCING STEEL AND GROUT PLACEMENT INSPECTIONS.
1HREE YARDS OF MIX 6533W WAS PLACED FOR THE PLAY SHED 8" CMU WALLS (74'-6' TOP OF WALL) AT GRIDLINES A-8.2. ONE SET OF FOUR
SAMPLES (GROUT SAMPLE BOX) WERE CAST ALONG VYITH PERFORMING TEMPERATURE TEST, SEE MR 11730 FOR THE TEST RESULTS.
REINFORCING STEEL AND ANCHORS APPEARED TO CONFORM TO PLANS (SHEETS S1.03 ! S2.02 ! S3.02 DETAIL 12 154.02 DETAILS 7 AND 8 AND
55.03 OETA;L 7 WITH RFI 14.)
EQUIPMENT IDENTIFICATION AND SINq:
COPIES TO: INSPECTOR: DATE:
JOHN KUPFERSCHMID October 9, 2008 ITEMS iNSPECTEO TO
APPROVED PLANS.ARE:
x CLIENT CONTRACTOR
®ENGINEER BUILDING DEPT.
ARCHITECT SUPPLIER FIELD CONTACT: DATE:
CONFORMING ~.
NQNCONFORMING ~.
',Db IpPa1 LL praava4lo-IM inlDm.YIDn of Ma clml cny vnD nDmadwn d imf rcps1. vyary maIDD4, an4 u bYSmmii m a mlm ialq. DY a+/
moni.4CDpl hbl, KOOK Po NII pYnasiW d R'ilv.LVnal $l~pca InaurnO M., is pMpMD.•
'Tnlr UNI1WOn ODM3101M GANa['/ D( In0 MfuXt CIXYncD M1(T Qt YIODI fOK iR1DTIC YWb ODlal~'itlans mba WIDIn IM GI1WJ fEOp! OI
IDe,rDM. GaNlaatlvn anal m CO myaLDaO m raassfv n ~n4DS0avn. applwN o, D[coDlansa d dnr puavuma xaM ar a awraMy d Dasgn M
Mi'kiDlf( cl IN aDOCy[iDDn tM/rCK[f •
NAME ON OFF ST OT MILES
KUPFERSCHMID 1215 745 J.5
TOTAL HOURS 3.5
Certified Report by , (_ (~ 1= ~ \7 L. ~~.
Professional Serv(ce Industries: EDWARD A. SMITH ~~ - 'DStE ' L._ October 23, 2008
rs-95., OCT 2 9 2008
//-~'~`~+~ Infornuztian FR 58818
L/'~~~ To Build On
r..ar....+.w - ea.M.rer.. - swury
SEATTLE DNIS'ON ^ TACOMA OIVhSION ~ PORRANO ONISION
?m t756TN AVh oy tC03S SU Lv.:gUA rigr SgITE hlt b:72 NC CUTTER C.R. S~LTE AeC
AIOUNTLARE ttRRAC[ '..A 3Y:c3 tACUM1IA. WP 9gn_g ROmIANU OR 9?2N
A?5', 2P8-NOp •fAE IA?5~2A3.2M:: i2`]156FIN:A •FAX tZS7r 50pQ1]f! IXO)2!&??9'FAX 179317ePiG
CLIENT Yelm Common ~y Scnoob _
ADORESS 40t Coates_Ave NW ~ PO BD><476
Spa_naway. WA. 9_8597 _
_ _
ATTENTION Mr Rocky Birkland _
P.O. NO.
PROJECT f o~T 5twers E'Em School _ PROJECT NO. 742-802__72 DATE August 2_S. 200=
PERMR NO. W.O._
M_UNIGPAUrv City of Yelm_ _
ENGINEER _
ARCHITECT _ _
CONTRACTOR _ _
PROJECT ADDRESS 18525 100tH Wa SE - Yelm
FIELD REPORT
PSI ON 5. f F FOR TE51IPh i do RE'1UESTED. TEST NATIVE SGI L PS ;::~'dF n~ J S-tE~ i.:-iEA IS.AB ANO FOOTING AREAS) T-PROBE TE51 IM;
INDICATED SOIL 4VA5 FIKM AND NON-YIELDING GPROBE PENETRI\TIOM1 rfeAS btINIM19AL AND SOIL COM1r1PACTION EXCELLENT WITH NO
SOF ~ SNOTS FOUKO
EQUIPMENT IDENTIFICATION AND S1NR:
COPIES TO: INSPECTOR: DATE:
DOUT OTTO Au ust 25, 2008 ITEMS INSPECTED TO
APPROVED PLANS ARE:
x CLIENT CONTRACTOR
ENGINEER >< BUILDING DEPT.
®ARCMITECT ®SUPPLIER FIELD CONTACT: DATE:
CONFORMING ^X
NONCONFORMING
•tMr•pnl aprT¢lC br Vq ~r![/m.nYl ar :M Jnnr nnrr rrt rn'vUUVl.r b^H ravs'LEY•^!melnva, srNUVrammybav,rc pnq e,ar
muM..eepln ml. xnecavawlparmnmcl ~mrouunm b<rrwmuuwas ra,nrunrosx• NAME ON OFF ST OT MILES
'Iba cartpwru a'esU K me axmwY al1M Haub emaMaf lrtvr. ve actual as aHVr-rei anJmr et:evalrav nupa arum me CeNrb u:cfu cr
ma.nn rannca:m sral na MCrnmwala~m•wra,raaezm~.•ypo.Ymrc•rr.r=•ar<oer va.~sm.a AVa ra onarer of ea:gr er D. OTTO 7
WANHIav anM apr.enCab]n naurr+r'
SCRNNED
(~°f 7~j ~ F E :, E KoIr~L~gouns
Certlfled Roport by $EP 1 " 08
Professional Service Industries: EDWARD SM1TH D~att+' September 8, 2008
.S - es-.
~N ~~~~~ Infornuzlion
LI~~i .To Build On
r..pr,..iY,r..ro - ccr.s.AfNwy - T..Wg
SEATTLE OIVISgN ® TACONA DIV1910N
2='13 rTH AVE W 1:C2'S0 TACOMA NIAV SCIlE HI
h10UMtAKF TERRACC 'iir\ v80n5 TACOMA ':fA itl6$9
(a2512ad 2m]0' FAx ;42Bi 2c8-2ag1 1253] 589-+BOd • pAx 12?3; :d8Q135
FR 58819
PORTLAND ONISION
?O:y2 NO CUS'ER CIR. SURE 4d0
PORTLAND, OR i.-'c' i
f5031 2831: ~'A • FAx :50312831918
CLIENT
ADDRESS
ATTENTION
P.O. NO.
PROJECT v=:m Communlr! Schools
a01 Coates Ave. NW ; PO Box 476
Spanaway, WA _9.85__97
Mr Rocky Birklantl
Fort Stevens E'em. School __
_ PROJECT NO.
PERMIT NO. _ ___
_MUNIGIPALITY
ENGINEER _ _
ARCHITECT
CONTRACTOR _ _
PROJECT ADDRESS 7a2-80212 DATE August 25, 2008_
_ W.O. _
City Of Y61P~
__ __ _
_ _ _ _
_ _
16525 iDOL". Wa SE - Yeim
FIELD REPORT
PSI ON SITE FOR SOIL SAA7PLING AS REOUESi EU SAfr:PLE 5.8"-CSTC FROM QUALITY ROCK. SAMPLE TAKEN FROM ON SI iF STOCK PILE.
TEST=SIEVE PROCTOR.
EQUIPMENT IDENTIFICATION AND S/Ntf:
COPIES TO: INSPECTOR: DATE:
DOUT OTTO
Au ust 25. 2008 ITEMS INSPECTED TO
APPROVED PLANS ARE:
x CLIENT CONTRACTOR
ENGINEER x BUILDING DEPT.
ARCHITECT SUPPLIER FIELD CONTACT: DATE:
CONFORMING
NONCONFORMING
'Aamsl a ruvUa lm uv mk.me! N:'w JiaT „Ir mlrVapalrcn cr Ri:rap~[or anyrNr<c. ur<ns cpVmnd~baTNDY:f. by nr
mansavcar.nml xnnnd IN ral pan-:aupn alrwasmvy sernu rvtslre:.lnc sp¢rmcc]•
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IM WY\ •:MIn~t N'. abill nM M Cpn:hJa! ID raprnanl an In1<a<IIM apD9val J" a<:ttUr<e pl clear aSN:ID:01'NFl R 1'MYr1nIY 0110Mbr1>I
rwu>Iry vtrc<spe<nexnn npul•lmpma• ~~~/1, 1~~/~/~~I'~)
f~N`N~-i[C~
NAME ON OFF ST OT MILES
D. OTTO 3
7QTA4 HPt1R$ 7
Certified Report by
Professional Service Industries: EDWARD SMTIH ~ E P Qa~p 7~~8 September 8, 2008
~ ~ ~ Infornuzlion FR 58820
II~~" To Build On
e..~r,...,rrq • rao.urww • *b.c~,y
J SEATTLE DIVISION ® TACOMA DIVISIDN C PORTLAND DIVISION
.a'?3 r.T•I.q VT_':! 1D:2E SJ. TnCOL1:U. lNAv SJ4E M 503] h0 CUTTER 91R stllTC <
M'JUNf LINE 'ERRACE 'NA &1013 IACCAIA, 1'.'.a 9:-193 +URT4iND, OR 9?215
CLIENT
ADDRESS Yelm Community_ Sct`ools
e01 Coates Ave NW ! PO Bex 476
Spanavi~, WA. 98597 __ PROJECT NO.
PERMIT NO.
MUNICIPALITY _ _ __ 742-802_12 DATE_ August 29. 2.008 _
W.O. _
City of Yeim
ATTENTION
P.O. NO.
PROJECT
M:. Rxk Birkland
Fort Stevens Elem. Schoo: ENGINEER
ARCHITECT _
CONTRACTOR
PROJECT ADDRESS
_
76525 1C/Jth Way SE - Ye~m
FIELD REPORT
PSI ON S'7E FOR f ESiING AND INSPECTCNS AS REOU-StEU SOC. Cv'41PAC710N WAS "T" PRCBED !K FOOTING BCTTCIJ AT SOUTHEAST
UNAT !ACHED PIAY SHED ALL FCO TINE BOiiOPr1S t-PR09E INUICA TED FOOTING SUB GHADc' b^!AS FIRM AND NOT YIELDING. CGP.9PACTiON
OF UNDIS'UR9EL` NA7 i1JE SOIL 'P1AS GC-0D AND NO SOFT SPOTS WERE FOUND. FOOTING SUB GRADE A•IEFTS OR EXCEEDS MIN:P.1UM
REQUIREMENTS TO SUPPORT FOOT AND STRUCTURE
EQUIPMENT IDENTIFICATION AND SIN#:
COPIES 70: INSPECTOR: DATE:
DOUT OTTO Augst 29, 2W8 ITEMS INSPECTED TO
APPROVED PLANS ARE:
x CLIENT CONTRACTOR
ENGINEER ®x BUILDING DEPT.
ARCHITECT SUPPLIER FIELD CONTACT: DATE:
CONFORMING
NONCONFORMING
'TFrs aGmt is ttuvh.; hr Ina M>mau>n 9 the aem>+v T» eprceucly. C s rcpc4 >i y`/ mempY, anY rs rrasm0> m s>vm arts [y am
m:iaf a. tlabYl•+ha,Nnn>m mtl lun pxmascrcr PrNatl<rel;-..,~, tlworu. :ef. mc.o[rxlnl<a.• NAME ON OFF 5T OT MILES
'iFre X.ncear/ewfln fp ine e:<urxy>rh<asJls»>n<p Vpr'rr<x:ual tes[p<e>rmea ife:cr »unrensmm Flnro toe >enro>up0p pl
II'B.nM. C911111'Yi<n 911BT fCl[«pr1YJY1YI>ItlYIYtl:Etl^II<Y<L'JIr, OYYrGV GITIC:fjIY%O<rJC>T OTfCC4[NNEMEI:NO•'nnry>•Y.SIAn pr FR 5882/
NnMeEiilytlne si<NUIi>n rYauirsmmb'
SC
NNE
A
D
~
r
~
c
r 7•~t /~0~.•~
v, y y TOTAL HOURS
Certified Report by r I r r
(, _ ,
, ', ~ ~
;
~ -_
,
Professional Service IndustTles: EDWARD SMITH Date September 8, 2008
TS SEP 1 5 7nnq
-9e.,
~~~~ ~ Infc~rr~u.~tion
~I'~~i ToBuilclOn
J SEATTLE DIVISION ® TACOMA DIVISION
2d1') SETH AVE':! 10^2+ S:J TACOW\ \'.l.Y. iVITC rl1
MOUNTLAKE TERRACE Y.A /}yOiY L1Cp>,tA. \MA 9'sY
FR 58821
PORTLAND DIVISION
6U2 NG GJ11 ER':IR.
POR1LSNU. CN 9'2f'
CLIENT Yelm Community Schools
ADDRESS 401 Coates Ave NW / PO Box 476
Spanaway WA. 98597
ATTENTION Mr. Rocky Birklard
P.O. N0.
PROJECT Fort Stevens Elem. School PROJECT NO. __ _
PERMIT NO.
Ml1NICIPauTY
ENGINEER
ARCHITECT. _
CONTRACTOR _
PROJECT ADDRESS 742.602_12 DATE August 29, 2008
W.O. _
Ci of Yelm _
_ _
_ _ _
_
t 0525 100th Wa SE - Yelm
FIELD REPORT
PSI ON SITE FOR TESTING AND INSPECTION AS RWUESIEO.
INSPECT EPOXY DOW'cLL INSTALLATION AT F-16, A-4, A LINE AT 5.2, A LINE 5.8, A6 LINE AT A AND F-6. HOLES tnJERE PROPERLY PLACED. DRILLED.
BP.USHED AND BLOB^JN OUT AS REQUIRED. EPOXV IS SIA,9PSON STRONG TIE "SET EASE". EPOXY INSTALLED IN ACCORDANCE WITH PLANS
SPECIFICA LION ANO CODE.
EQUIPMENT IDENTIFICATION AND S/NM:
COPIES TOE INSPECTOR: DATE:
DOUT OTTO
August 29. 2008 ITEMS INSPECTEDTO
APPROVED.PLANS.ARE:.
x CLIENT CONTRACTOR
ENGINEER x BUILDING DEPT.
ARCHITECT SUPPLIER FIELD CONTACT: DATE:
CONFORMING ~X
NONCONFORMING
Ta twee a Pro.NSt b Ina nbmms W re Jrrc. rIY Tnq rrpa+:W W en W V.a mprt. or any mmml ab L• Innsmrx to a INn grrr. nY aPY
n4Yi 1a[aI,'R.n NI, ~CVd Int NII pe~miuln.n al PM1'nfiCril StNI'A.rdlirti. InC 3 Gry+GItQ-
^na ce0ilagllGn etlgals b Ina ewtac/ a111•e nsJli xRarvc ham Ine exu; WI pePmmw arch mur.autm nix xrlnNOm Oe'tkb smx W
IY Npn Getn[tntn angr ngLe NVIiW IOrlpmgem Gn ripeClm apt9velYGG'>V.]KG Cr4Nr ossacalat evA Vraxarti'RjuGtfgl'1
^vnanlh b Ina snetACalim nelramera.'
SCANNED
~~~
Certified RDport by
Professional Service Industries:
NAME ON OFF ST OT MILES
D. OTTO 7 11 6
TOTAL HOURS 1
nn kECEiVED
EDWARD SMITH I1 SERaieS 70~a SeAtember8, 2008
rs - sa.T
,~~ Information
~~ MR 11730
ToBuild On
s~ya...r19o • c«....lerw • n..ulq
SEATTLE DM610N ^ TACOMA DIVI3KIN ~ PpiTLAND DNISION
2n•336Tb AVEW W02650 TACOMAViAV SUT_rt 6W2 NO.CURER CIR SUITE Ili
MOUNTLAKE TERRACE. WA 96017 TACOMA.'A'A 96iVe PORTLA.YD, OR 91217
CLIENT Y_elm Community Schools _ _ PROJECTNO. _ 742$0212 DATE October 9. _2008
ADDRESS 407 C08fe3 AVe. NW ! P_O BOX 476 PERMIT NO. W.O.
Spanaway, WA. 985.97 MUNICtPALITV. _ CC~of Yelm
_ _ ENGINEER __
__ _ _
ATTENTION _
Mr. ROCk_y Birkldnd ARCHITECT
P.O. NO. _ CONTRACTOR _ _ _
PROJECT FoR Stevens Elem. School PROJECYAGDRESS 16525 100th Way SE - Yelm
COMPRESSION TEST RESULTS
SAMPLE LD. TYPE GROUTED SIZE (L, W, D) AREA (SQ. IN.) DATE TESTED AGE AT TFST ULTIMAT
CBS. E STRENGTH
P.S.I. CHECKED
A BOX YES 3X3X6 10.95 10!16/OB 7 49800 4550 RK
B BOX YES 3X3X8 10.87 11/06708 28 60700 6690 BK
C BOX YES 3X3X6 1104 11/06/08 28 61180 5340 BK
D BOX YES 3X3X8 HOLD H DISCARD
DESIGN
SLUMP FLUID MIXING PLANT HOLROYD p3 TRUCKM 373 rICKEr4 341315 STRENGTH 2000
GROUT CEMENT C5E AGG FINE AGG ADMIX ASUP7 MU( M
ASSIGNEDfACTUAL 6111610 9331948 2143!2117 32.0!32.0 6633W
MORTAR CEMENT C'SE AGG. fINE AOG. ADMIX MIXE
PROPORTIONS NA NA NA NA NA
CLOUDY ASTM C-1061 ASTM C-1081
TIIAE 8 WEATHER 2'.13 7 60° MORTAR TEMP, NA GROUT TEMP. 87° DATE RECENED October 13. 2008
v11RP~E0 AND TESTED MORTaR GROJ- ~RISTI C'MER
Y ACCDRDaNCE WRK ^ aST14 G??C ^ JEr ?11!' ~ a5-11 C'Oi5 ~ ,.0=2'-'e^ as-~'~•.]•x ^ Jei'21.1v ^
?OUR LOCH PION AND NOTES:
PLAY SHED 8' CMU WALLS ! 14'8' - TOP O~ VJAILi AT GRIDLINES A-B 2 .5 GALLONS Y'JATER ADDED OUT OF r GALLONS ALLOWABLE AT SI7E
ICROUT NOT FLUID AFTER 7 GALLONS ADDED SO 8 ADDITIONAL GALLONS ADDED) 190 LBS OF WATER PER CU81C YARD.
VJIC RATIO = 0.31. DESIGN FOR WATER IS 283 LBS, PER CUBIC YARD GROUT PlACEO BY LINE PUTAP AND IAECHANICALLV CONSOLIDATED
AND RE•CONSOUDATED. 3 CUBIC YARDS OF GROUT PLACED. SEE FR 80933.
EQUIPMENT IDENTIFICATION AND SINS:
COPIES TO: INSPECTOR: DarE:
x CLIENT CONTRACTOR
JOHN KUPFERSCHMID October 9, 2008 17EMSINSPECTEDTO
APPROVED PLANS ARE:
ENGINEER x BUILDING DEPT.
®
® Dare
ARCHITECT
SUPPLIER CONFORMING
NONCONFORMING Q
•rn°'nnon spmmmb wmmmtlroMw wm°Iry. tnerepoeumnoren •mx nrwlewa.omee.~wRY b. wb NAME ON OFF ST OT MILES
pst/, eymymmm, n.wplnM mwM w N °mmmon of w°M1wuw 9nw NOtlM. Ne.. b pW W W.'
FR 60935 1T
•th. re~rctl.o.nrro w.onAOw a n ~e..uonanmrmmw.mmo.xowmm.wb
°s{mJ xvw>w nM~ GM[pM s41 nnl0e °M.pum b ~m°Ym mnpmiw graA a 1
vn~\>°.w.nr Y. aespnm xmRtlirlNw pmhY rgww°rs'
^~
~~ I J w
TOTAL NOURS
CeRiBed Report by - - ~ -
~ ,
.
~
Professional Servics Industries: EDWARD SMITH ~ ~ 'Date '- Novem6eF 8, 2008
TS-9e-I ~ -