20150238 (02-08-16) Concrete Report #06 - 28 Days b 1�
GONSTRUGI 'ION TESTING LABORA T LIMES, INC.
400 Valley Avenue NE,Suite 102 Puyallup,WA 98372
www.ctlwa.com Telephone(253) 383-8778
Facsimile (253) 770-8232
CONCRETE (4x8) CYLINDER
CONCRETE INSPECTION& TEST REPORT E 1 of 1 Y 1 Of 2
CLIENT OATEQF _ Februa 08 2016
Yelm Community Schools ,NSPE._qH ry ,
PROJECT Mill Pond Elementary School Playshed BUILDING #20150238
TITLE PERMIT N0.
---------- - -----------
PROJECT
RM 10605 Mill Road SE Yelm) NU
WA REPORT
pDDRf55 6a
_ __ MB€R
CONTRACTOR Western Washington Construction LLC PROJECT 6027
HUMBER
WORK CONTRACT REFERHCE JOE -o-N-, 1101500118
ORDER NO. ORDER 140. ORDER HO. ORDER t:
FORM REBAR Ye
INSPECTED_ Yes INSPECTED I
METHOD OF pump Truck C071SOLIOBAnON Vibration
PwceMEHr
CONCRETE FSTIHATED OF �� YARD(5)
Mil
SUPPLIER es YARI(j PLACED
LOCATION
or Slab on grade throughout playshed.
PLACEMENT
LOCATION At the northeast corner of slab.
SAMPLED R r ry'/
CEMENT _ 4.8 /�+ MORTAR AGG. /8�� SLUM 6" AIRH° 5.0 %
_______
MIX DATA_ MIX# 1240AF_ �?
ADMIXTURE Glenium AMOUNT 23 oz/ da3 ADMIXTURE -AMOUNT
---------- ----------- ----------- - --------
MAE 90 4.5 oz/ ds3
TEMP RAT�IIRE 64 °F i TEMPERATURE 34 ' ; HAM`R M079 WEATHER Clear
---------- - -� - - ------;----------
0 SPECIMERS r TIME R TICKET DESIGN STRENTH
CAST 5 i SAMPLED 08 30 HR ' NUMBER 220191 REQiFIREa 3000 PSI
CYL.NG. LAB NO. a OAT£TESTED r AGE AREA AVG.1111A. Break Type DIMENSIONS TOTAL LOAN PSI
2A 0797 _0211512016 7 12.56i,72 E_ 4.00 2 4" x 8" 53945 4290
2B 0798 0310712016 28 ; 12.56i,12 4.00 2 75120 5980
2C 0799 0310712016 28 ; 12.56in' 4.00 4 77440 6170
2D 0800 0310712016 28 ; 12.56i,12 4.00 ! 4 77620 6180
2E 0801 HOLD H
NOTE. TESTS PER ASTM®C-31,N C-143,®C-172,®C-231,®C-1064,®C-39,❑C-617,&®C-1231. TESTS PER AASHTO❑T-22, ❑T-23,
❑T-119,❑R-60,❑T-162,❑T-231&❑T-309.
NOTE: Total hours until specimens transported to laboratory_30_.
FIELD
REMARKS N/A RESULT(S)STATUS
11'P1 l TYPE 2 TYPE 5
1%rell fornlcll colic TYPE 3 TYPE 6--
Reasonably Tscll 1'1'PF, d Side fractures at
on one end vertical Colunmar vertical Similar to type
I1REAh formed cones an cracks rnnniug cracking through Diagonal fracture top or bottom g but end of
both ends,less than rsith no cracking (occurs commonly CONFORMS
T7PG f"of cracking through caps,nn both ends,no IYe11 Through end. rcith uu-hultdelt cylinder is
through cans well defined cone on farmed cones, caps) painted.
Other end.
LAB I1T/A
_REMARKS lY LY
OFFICE
REMARKS NIA
DIN E D Feb. 09, 2016 inBBBY Alex INSPECTOR E. Gann/a,n by- D. Smith
REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY. REPORT PERTAINS ONLY TO TH E MATERIAL TESTED(rev.IVOIRS)
GONSTRUG ION TESTING LABORATORIES, INC. Qw
400 Valley Avenue NE, Suite 102 Puyallup,WA 98372
www.ctlwa.coi-n Telephone (253) 383-8778
Facsimile (253) 770-8232
CONCRETE (4x8) CYLINDER
CONCRETE INSPECTION& TEST REPORT E 1 j, T 2 °` 2
IIATf OF
CLIENT _ Mtn Community Schools _ INSPECTION_ February 08, 2016
PROJECT Mill Pond Elementary School Playshed BUILDING #20150238
TITLE PERMIT NO.
---------- ---------- .
PROJECT 106051V i Road SE Yelm WA _ REPORT fib
EL SS ---
CONTRACTOR PROJECT
Western Washington Construction LLC NUMBER 6027
wo" CONTRACT REFER(I[E 106 P.o.nD. T 1 O1 SOOT T S
ORDER NO. ORDER HO. ORDER NO. ORDER 8
FORM Yes SPECT REBAR
INSPECTED INSECTEO Yes
METHODOE METHODOF Vibration
PLACEMENT Pump Truck CoNsouoAnoN
________
SUPPLIER ESTINATEDOF 69 YA
CONCRETE Miles YARD($)PLACED ----
LOCATION
OF Slab on qrade throughout playshed.
PLACEMENT - -
LOCATION At the southeast 25 -30'from west end of slab.
SAMPLED 7 ]� /�
CEMENT 4,8 _ CTYPET /11 MORTAR Size 1*�1+ - SLUMP_j8" 71/2" AiR'%o 5,2 0/0
SACK ------ -------
---
MIXDATA _ MIX l# T 240AF _ �J �q
ADMIXTURE Glenium AMOUNT 23 oz/ ds3 ADMIXTURE AMOUNT
----------- -------- - _ .._
- - ---- MAE 90 4.5 oz/ ds3
CONCRETE o � a � TRACK 7{� - _
TENT ERATURE 65 F : TEMPERATURE �45 F �---NUMBER M064 WEATHER Clear
________ _________ - r3 (�SPE�CEHS 5 SAMPLED 0' `O �R ' HUMBER 220L.O7 OFSt EDP 3000 PSI
CYL,NO. LAB NO. DATE TESTED AGE AREA AVG.AIR. Break Type DIMENSIONS TOTAL LOAD PSI
3A 0802 0211512016 7 12.691772 4.01 5 4" x 8" 43825 3450
3B 0803 0310712016 28 ; 1156i772 4.00 4 " 67750 5390
3C 0804 03/07/2016 28 ; 12.56i112 4.00 4 64325 5120
3D 0805 i 0310712016 28 ' 12.56i772 4.00 4 68130 5420
3E 0806 HOLD H
l
NOTE: TESTS PER ASTM®C-31,®C-143,E C-172,0 C-231,®C-1064,® C-39,El C-617,&®C-1231. TESTS PER AASHTO❑T-22,El T-23,
❑T-119,❑R-6o,❑T-152,❑T-231&❑T-309.
NOTE: Total hours until specimens transported to laboratory-26.
FIELD NIA RESULTS}STATUS
REMARKS
TYPE TYPE 2 TYPE 5
Reasonably IIrcll Well formed cone TYPE. 3 'TYPE 6—
TYPE a Side fractures at on one end,vertical C asking r vertical Similar n of
[ornlcd cones on Diagonal fracture tap or bottom
a(�qg creels running cracking through 5 but end of
TITL bath ends,less than Keith no cracking (occurs colmuonl}
through caps,no both ends,no well through end. with un-bonded cylinder pon d. COINORMS
1"oCcracking well defined cone on farmed cones. g pointed.
through caps caps}
other end.
ELA _ NIA
OFFICE NIA
DATE EABCO Feb. 09, 2016 LAR Alex INSPECTOR E. Gann/ain b., wed D. Smith
IN REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY. REPORT PERTAINS ONLY TO THE MATERIAL TBST90(rev.12Mi051