MA 95/96-LR 960524 Maxim Tech. e Southwestern Labs
2575 Lone St~ I~. · P.O. Box 224227
Dallas, Te~s 75222
Td~h~e: ~14) .1~
FA~ (214) 92~1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: ABCON CONSTRUCTION
Attn: Rusty Whitaker
1045 E. HWY 121
Lewisville, TX 75057 PBOJECT NO.: 0903506319
REPORT NO.: 40576
PROJECT: Pavement Renovation -Coppell DATE OF SER~CE: 4/26/96
Texas, Various AUTHORIZATION:
356 Glen Lakes REPORT DATE: 5/24/96
SER~CES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
PROJECT DATA
CONTRACTOR: ABCON CONTRUCTION CLASS OF CONCRETE: Mix Number 8274
CONCRETE SUPPLIER: TXI DATE OF PLACEMENT: 4/26/96
PLANT: 41 TIME SAMPLED: 01:45PM BY: Steve quelch
SPECIFICATION REQUIREMENTS TEMPERATURE ('F) - AIR: 85 CONCRETE: 85
STRENGTH: Not Provided TRUCK NO: 457 TICKET NO: 578608
SLUMP: N/A AIR CONTENT(%): 4.2
AIR: N/A LOCATION OF PLACEMENT:
METHOD OF TEST: ASTM C-39 Paving at 619 Glen Lakes through 627 Glen
ASTM C-143 Lakes, east bound lane. Sample taken at
619 Glen Lakes.
REPORT OF TESTS
CONCRk'R5 COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. (inches) TESTED (days] (in.) (sa.in.] (ibs. force) Cos~] REMARKS
1 1 6.50 5/03/96 7 6. O0 28.27 86580 3060
1 2 6.50 5/03/96 7 6.00 28.27 86850 3070
1 3 6.50 5/24/96 28 6.00 28.27 120850 4270
1 4 6.50 5/24/96 28 6. O0 28.27 119780 4240
ADDITIONAL COMMI~NTB:
No water added.
Technician: Steve Quelch Started: ll:30AM Stopped: 03:30PM
Technic Jan
(1) ABCQN CONSTRUCTION '
(1) City of Coppel. l
Project Manager
1001 LW Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
full without the approval of the testin laboratory. The use of ourname m st receive our written approval. Qu~ letters and reports
apply only to the ample tested and/~r inspentei;I, and are not indicative o~J the quam~es of aplDareritly identical or similar products.