Wagon Wheel-LR090206
CONSULTING SERVICES, INC.
2530 Electronic Lane, Suite 710
Dallas, Texas 75220
Phone (214) 351-5633 Fax (214) 351-5680
Concrete Testing Report
Project Name: Wagon Wheel Storage Building
Client Name: City of Coppell
GME Project No.:
Date:
08.05.0269-0018
02/06/09
FIELD TEST DATA
Jamail & Smith Construction
Location of Pour When Sampled: Parkine lot west entrance' 10' to 70'N
Contractor:
Sampled By: John McRae
Time Batched: 8:33 a.m.
Sampled: 9: 19 a.m.
Temperature: Air:
Slump (inches):
600
Concrete:
650
6.0
Supplier/Plant: Southern Star # 125
Delivery Ticket No.: 1450545
Truck No: 6221 Mix ID No.:
Load Size (cu. yds.):~ Total Pour (cu. yds.): 20/70
Air Content (%): .....4...5...- Water Added on Site: 25 gallons*
1
1
1
1
C-7105
C- 7106
C- 7107
C-7108
Lab
Lab
Lab
Lab
02/13/09
03/06/09
03/06/09
Remarks: *water added by subcontractor
specified to be::!:: 4.
7
28
28
H
88,860
28.27
28.27
28.27
28.27
3143
SPECIFIED STRENGTH
3000 psi
Randy with Jamail & Smith informed of slump which is
Briefing: Reference GMR report # 08 05 02690017
Travel Time:
Time on Job:
Reporting:
Total Time:
GMERepresen:~
RevIewed By:
Distribution:
City of Coppell
Jamail & Smith Construction
CONSULTING SERVICES, INC.
2530 Electronic Lane, Suite 710
Dallas, Texas 75220
Phone (214) 351-5633 Fax (214) 351-5680
Concrete. Testing; Report
Project Name: Wagon Wheel Storage Building
Client Name: City Of Coppell
GME Project No.:
Date:
08.05.0269-0018
02/06/09
FIELD TEST DATA
Location of Pour When Sampled: Parking lot west entrance' 10' 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: 600 Concrete: 650 Load Size (cu. yds.):~ Total Pour (cu. yds.): 20/70
Slump (inches): 6.0 Air Content (%): .....4...5...- Water Added on Site: 25 gallons*
Specimen Type: C linders 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 Are: Compressive
(lbs.) (sq. in.) Strength (PSI)
I C-7105 Lab 02/13/09 7 88,860 28.27 3143
1 C- 71 06 Lab 03/06/09 28 124,520 28.27 4404
1 C-7107 Lab 03/06/09 28 121,010 28.27 4280
I C-7108 Lab H 28.27
SPECIFIED STRENGTH 3000 psi
COMPRESSIVE STRENGTH TEST RESULTS
- Remarks: *water added by subcontractor ---
specified to be ::!:: 4:
Randy with Jamail & Smith informed of slump which is
Travel Time:
GME Representative:
Reviewed By: nm
. Briefing: Reference GME report # 08 05 026900] 7
Time on Job:
Distribution:
City of Coppell
Jamail & Smith Construction
Reporting:
Total Time: