CF-Fire Station 1-LR081204
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81
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CONSUL TING SERVICES, INC.
2530 Electronic Lane, Suite 710
Dallas, Texas 75220
Phone (214) 351-5633 Fax (214) 351-5680
Concrete Testing Report
Project Name: Fire Station Storage Building
GME Project No.:
Date:
08.05.0268-002 I
12/04/08
Client Name: City ofCoppell
FIELD TEST DATA
Location of Pour When Sampled: Piers' B-1 and (:-1
Contractor:
Jamail & Smith Construction
Supplier/Plant: Southern Star # I I I
Sampled By: Bill Holt
Time Batched: 12:40 p.m.
Sampled: I :45 p.m.
Delivery Ticket No.:
Truck No: 7003
1410502
Mix ID No.: 9453
Temperature: Air:
Slump (inches):
570
Concrete:
550
Load Size (cu. yds.):~ Total Pour (cu. yds.): 40170
3.5
Air Content (%): --=- Water Added on Site: -0-
Specimen Type: Cylinders Test Method: ASTM C-39 x , ASTM C-123 I , ASTM C-617
Set No. Lab No. Type Cure Date Tested Age in Days Failure Load Specimen Are: Compressive
(Ibs. ) (Sq. in.) Strength (PSI)
I C-5679 Lab 12/11/08 7 I 18,870 28.27 4204
I C-5680 Lab 01/0 1/09 28 128,070 28.27 4530
I C-568 I Lab 01/0 1/09 28 144,490 28.27 51 10
I C-5682 Lab H 28.27
SPECIFIED STRENGTH 4000 psi
COMPRESSIVE STRENGTH TEST RESULTS
Remarks:
Briefing: Reference GMF report # OR 05 026R 0020
Travel Time:
GME Representative: Bill Holt
Reviewed By: nmc ~4/ ~~~
Time on Job:
Distribution:
City of Coppell
Jamail & Smith Construction
Reporting:
Total Time: