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CONSULTING SERVICES, INC. Concrete Testing Report
2530 Electronic Lane, Suite 710
Dallas, Texas 75220
Phone (214) 351 -5633 Fax (214) 351 -5680
Project Name: Wagon Wheel Storage Building GME Project No.: 08.05.0269 -0018
Client Name: City of Coppell Date: 02/06/09
FIELD TEST DATA
Location of Pour When Sampled: Parking lot west entrance: 30' to 70'N
Contractor: Jamail & Smith Construction Supplier /Plant: Southern Star # 125
Sampled By: John McRae Delivery Ticket No.: 1450545
Time Batched: 8:33 a.m. Sampled: 9:19 a.m. Truck No: 6221 Mix ID No.: --
Temperature: Air: 60° Concrete: 65° Load Size (cu. yds.): 10 Total Pour (cu. yds.): 20/70
Slump (inches): 6.0 Air Content ( %): 4.5 Water Added on Site: 25 gallons*
COMPRESSIVE STRENGTH TEST RESULTS
Specimen Type: Cylinders Test Method: ASTM C -39 x, ASTM C-1231 , ASTM C-617
Set No. Lab No. Type Cure Date Tested Age in Days Fa Load Specimen Are Compress
(lbs.) (sq. in) Strength (PSI)
1 C -7105 Lab 02/13/09 7 88,860 28.27 3143
1 C -7106 Lab 03/06/09 28 28.27
1 C -7107 Lab 03/06/09 28 28.27
1 C -7108 Lab 11 28.27
SPECIFIED STRENGTH 3000 psi
Remarks: *water added by subcontractor - -- Randy with Jamail & Smith informed of slump which is
specified to be ± 4.
Briefing: Reference (''MF report # 08.05.0269.0017 GME Representativ:. Jo 40 cRae .,
Travel Time: Reviewed By: /
Time on Job: Distribution:
City of Coppell
Reporting: Jamail & Smith Construction
Total Time:
111,
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CONSULTING SERVICES, INC. Concrete Testing Report
2530 Electronic Lane, Suite 710
Dallas, Texas 75220
Phone (214) 351 -5633 Fax (214) 351 -5680
Project Name: Wagon Wheel Storage Building GME Project No.: 08.05.0269 -0018
Client Name: City Qf Coppelj Date: 02/06/09
FIELD TEST DATA
Location of Pour When Sampled: Parking lot west entrance: 30' to 70'N
Contractor: Jamail & Smith Construction Supplier /Plant: Southern Star # 125
Sampled By: John McRae Delivery Ticket No.: 1450545
Time Batched: 8:33 a.m. Sampled: 9:19 a.m. Truck No: 6221 Mix ID No.: --
Temperature: Air: 60° Concrete: 65° Load Size (cu. yds.): 10 Total Pour (cu. yds.): 20/70
Slump (inches): 6,0 Air Content ( %): 4.5 Water Added on Site: 25 gallons*
COMPRESSIVE STRENGTH TEST RESULTS
Specimen Type: Cylinders Test Method: ASTM C -39 x_, ASTM C -1231 , ASTM C -617
Set No. Lab No. Type Cure Date Tested Age in Days Failure Load Specimen Arel Compressive
(lbs.) (sq. in.) Strength (PSI)
1 C -7105 Lab 02/13/09 7 88,860 28.27 3143
1 C -7106 Lab 03/06/09 28 124,520 28.27 4404
1 C -7107 Lab 03/06/09 28 121,010 28.27 4280
1 C -7108 e Lab H 28.27
SPECIFIED STRENGTH 3000 psi
Remarks: *water added by subcontractor - -- Randy with Jamail & Smith informed of slump which is
specified to be ± 4:
Briefing: Reference GMF report # 08.05.0269.0017 GME Representative: John ' .e A
Travel Time: Reviewed By: nm / / ;7 � ' 1"
Time on Job: Distribution:
Reporting: City of Coppell
Jamail & Smith Construction
Total Time: