Coppell BC3-LR010508CONCRETE COMPRESSIVE STF'='NGTH TEST
Report Number: 94001487.0041
Service Date: Apdl 6, 2001
Client: Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Report Date:
Project:
Project Number:
8.901 Carpenter Frwy., Suite $100
Dallas, Texas 75247
(214) 630-1010
May 08, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
94001487
Material Information
Specified Strength: 5000 psi (~ 28 Days
Batch Time: 1:15pm
Supplier: TXI
Truck No: 735
Mix I.D. No.: 153
Plant: 18
Ticket No: 2857443
Sample Information
Sample Time: 1:15pm
Technician: Steve Campbell
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: Panel ~
Placement Location: Panels- 1-11
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Result
5.50
78
80
Specification Test Method
5.0 Max ASTM C-143
N/A ASTM C-172
ASTM C-39
Plastic Unit Weight, pcf:
Laboratory Test Data ~ Age at IV~ximum
Set Specimen Diameter Date Test ~ Load
No. ID (inche.~_s) Tested (d~j~ /(lbs)
~ ~- 6.00 ,! 0~-~0~~ /102,040
.o0
I 3 6.00 '~ 01 7 123,250
Average
1 4 6.00 05/0~/2001 28 179,920
1 5 6.00 05/04/2001 28 174,100
Average
Compressive
Strength
(psi)
3,610
4,420
4,360
4,390
6,360
6,160
6,260
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Steve Campbell
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. Insp.
Reviewed by:
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM test methods. This report is exclusively for the use of the client indicated above
and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual
samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
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