Coppell BC3-LR010306CONCRETE COMPRESSIVE S'P'~.NGTH TEST
Client:
Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Report Date:
Project:
Service Date:
Project Number:
Report Number:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
March 06, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
February 20, 2001
94001487
94001487.0020
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 1:28pm
Supplier: TXI
Truck No: 561
Mix I.D. No.: 46
Field Test Data
Test
Plant: 31
Ticket No: 2828601
Sample Information
Sample Time: 2:30pm
Technician: Mike Shields
Weather Conditions: Sunny, dry
Accumulative Yards: 8
Placement Method: Direct discharge
Sample Locations: Pier #9
Placement Location: Piers
Result Specification Test Method
4.50 4-5 ASTM C-143
N/A ASTM C-172
75 ASTM C-39
70
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data ~, ~'~ l Age at Maximum Compressive
Set Specimen Diameter ~~~ Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
I 1 6.00 02/27/2001 7 113,930 4,030
1 2 6.00 02/27/2001 7 111,940 3,960
Average 4,000
1 3 03/20/2001 28
1 4 03/20/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Techn ,clan: Mike Shie Ids ~~j~~i~~~~E c'
Report Distribution:
(1) Constructors & Associates Reviewed by:
(1) city of Coppell - Constr. Insp. . ~ ..
(1) City of Coppell - Bldg. Insp. Senior Project Engineer
The tests were performed in general accordance with applicable ASTM test methods. This report is exdusively for lhe use of ~ 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 idanlical materials.
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