Coppell BC3-LR010327CONCRETE COMPRESSIVE :Sv"~ENGTH TEST
Report Number: 94001487.0031
Service Date: March 15, 2001
Client: Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Report Date:
Project:
Project Number:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
March 27, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
94001487
Material Information
Specified Strength: 5000 psi @ 28 Days
Batch Time: 12:44pm
Supplier: TXI
Truck No: 632
Mix I.D. No.: 153
Plant: 31
Field Test Data
Test
Ticket No: 2840888
Sample Information
Sample Time:
Technician:
Weather Conditions:
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
Res u i~1~ ~~l?~SpecJf, icat ~)n
Slump, inches: ~J[ -~~
Air Content, %: 67~ ~~~l~V ~/A 1~
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Set Specimen Diameter Date Test
No. ID (inches) Tested (days)
1 1 6.00 03/22/2001 7
1 2 6.00 03/22/2001 7
1 3 04/12/2001 28
1 4 04/1 2/2001 28
1:45pm
Marlo Garcia
Sunny, windy
10
Pump truck
Taken at column 4.8/1.7
Columns: 2.6/1.3, 2.6/1.5, 2.6/1.7, 3.3/1.7,
3.7/1.7, 3.9/1.7, 4.6/1.7, 4.8/1.7, 4.8/1.7,
5.9/1.7, 7/1.7
Test Method
ASTM C-143
ASTM C-172
ASTM C-39
Maximum Compressive
Load Strength
(lbs) (psi)
138,630 4,900
144,740 5,120
Average 5,010
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marlo Garcia
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell- Constr. Insp.
(1) City of Coppell - Bldg. Insp.
Reviewed by:
Eric J. Clevel~d, P.E.
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT 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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