20140170 Community Center Krazan III FIELD
QKrazan&AS so c i a t e s,I n c. REPORT NO.: 15047DFR041515-MM
Geotechnical Engineering•Environmental Engineering
Construction Testing and Inspection
DATE: 4115/2015 CONTRACTOR: Stetz
PROJECT 06615047 PERMIT#: 20140170
PROJECT: Yelm Community Center INSPECTOR: Martin Mundy
LOCATION: 310 SE 2nd Street JURISDICTION: Yelm
KA P.M.: Bill Throne WEATHER: Sunny TEMP: 55'
On site for reinforced concrete inspection.
Contractor placed#5 and#7 epoxy-grouted dowels along 1 Line. The holes were drilled to the
required depth of six inches and brushed and blown clean. Simpson SET-XP epoxy (expiration
date 9/21/16)was used. The epoxy procedure provided adequate coverage of the dowels.
Contractor placed the concrete for the slab-on-grade from A-B/1-2, The reinforcing steel
(size, grade, lap,spacing, clearance)was in place in conformance with the plans. The concrete
was placed by chute and mechanically consolidated. A total of 5.5 cubic yards of concrete
was placed. See report 15047CRO41515-MM for field and compressive strength test results
Reviewed By: ASTM Test#: Equipment/Asset Number s):
To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements.
Superintendent/Representative: Technician:
A �4
Offices Serving the Western United States
Lynnwood(425)485-5519•Poulsbo(360)598-2126 a Puyallup(253)939-2500
NO,Pidd Report Rmd..R Raba-02/17/1013
fha inf rmalbn lKWlCN Vn Nh rryavl u('relauN lir lMea'L,irz ua-ol ite clic.l.iLt,ri75:K1 mr.'ax Wre,myu0.ypppy Rvwl wilMnn i8ewrt11W 15pmjyLpuf:Acriivl wxl KrnuuS snT'�rleb,TAU,ts[ss icWw'.IX,Wlu.faxL'.Mnlut.,rtiu erq idling lC.nnt sNfolrv,i.u,rmpiynsanU CCn4Ytkt
an na."Ihu ry Utn:rn,hjM lnnYa,.:7mvl,.M1rtlaubmiNl 7yayvioe Wl,mvI.UW HSSryi'llr tlJts Ge ec elr.hvfanslMlh,'fir'siWly Mttn11r.11:ur,mnnWrma.Inp WClma prvW�by NhpY,u aiM.
>n rri_nr;rir s in f — Concrete Report
c1:e•.1 a 3!-r2 CS
,,,�,.., ,f:• ;.,,3,ws1t•, Number: 15047CR041515MM
Date: 4/15/2015 Contractor: Stetz Construction
Project#: 066-15047 Permit#: 20140170
Project:Yelm Community Center Inspector: Marty Mundy
Location: 301 2nd Street SF Jurlsdictlon: City of Yelm
Krazan PM Bill Throne Weather: Sunny Temp: 55
Field Data Reported Batch DATA
Concrete: - Other Cement Type I/II
Supplier. MIIeS Plant No. 2068 Site Mix; Design a Actual
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp F Temp F Weight Pax No. 1250OF 1250OF
12:55 M077 213369 - 5 1 64 55 - _J cem.Lbs. 489 494
F.Agri lbs. 122 121
C.Agg.t.bs 1530 1509
a Agg.Lim 350 362
Placement Area G.Agg.We -
Locallon SLAB ON GRADE AT GRIDLINES 1-2 1A-B sdndlbs 1370 1378
water 213 213
Admixture -
Admbcoue
AIt E,C
(Oz/ayrt)
Remarks Water Added On Job site
(Gals.) 10
Please Refer To Field Repot Number: 15047DFR041515MM Field Test
ASTM Method
C143 X C138
Inspector:1 M.MUNDY 01064 X 0173
C31 X OTHER
Laboratory Data Design Strength 1 3000 At 28 Days Date Specimens Recd 411612015
Cyl. Test Field Wt, Max Comp- Set Tested Brk Test Method
Code Date Cure A e Dim. Area # Load Stren th # By Typ ASTM C39 X
1422-1 4122/15 - 7 4.00 12.57 - 48280 3840 1 JS 3 ASTM C109
1422-2 5113/15 - 28 - 1 ASTM C617
1422-3 5/13/15 - 28 - 1 ASTM C1231 X
1422-4 5/13/15 - 128 - 1 ASTM C1019
1422-5 - I H - 1 AASHTO-T22
Test Results
Remarks: Conforming
Results Reviewed By: Date:
Non-Confo rming
Code For Break 1 V 2.Cone 3.Cons 4 / o.Columnar Vim,
T pas: Cone f\ Split Shear Shear Split
Offices Serving The Western United States cnmaata Repon Rev.4 2ff.1421-08
The inf-lbn p vk1*d on thi.rapod b prepalred for thaowluefve uM of the eu,r,aM may not be reproduced merry formetvAawN d»wridan pormfwkm of the dlen erd Warm e,Assodatae
(
pg§¢3
3