Coppell BC3-LR010403CONCRETE COMPRESSIVE S~NGTH TEST
Report Number: 94001487.0034
Service Date: March 22, 2001
Client: Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 03, 2001
Project: Charles Schwab
217 Wrangler
Coppell, Texas
Project Number: 94001487
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 4:58am
Supplier: TXI
Truck No: 104
Mix I.D. No.: 8272
Plant: 31
Ticket No: 2846422
Sample Information
Sample Time:
Technician:
Weather Conditions:
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
5:32am
Joey Gordon
Clear
10
Direct discharge
10' S of bldg.,35' W of E corner
Paving/S side of building from building, 20' S
& E corner of bldg. to W corner
Field Test Data
Test Result Specification Test Method
4.50 5.0 Max ASTM C-143
ASTM C-172
49 ASTM C-39
43
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
1 1 6.00 03/29/2001 7 85,880 3,040
1 2 6.00 03/29/2001 7 82,880 2,930
Average 2,990
1 3 04/19/2001 28
1 4 04/19/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Joey Gordon
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. Insp.
Reviewed by:
Eric J. Cleveland, 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.
Page 1 of I