Coppell BC3-LR010425CONCRETE COMPRESSIVE STR~,. GTH TEST
Report Number: 94001487.0034
Service Date: March 22, 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
April 25, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
No. ID (inches)
Ticket No: 2846422
Sample Information
Sample Time: 5:32am
Technician: Joey Gordon
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct discharge
Sample Locations: 10' S of bldg.,35' W of E corner
Placement Location: Paving/S side of building from building, 20' S
& E corner of bldg. to W corner
Result Specification Test Method
4.50
49
43
Services -
5.0 Max ASTM C-143
3-6 ASTM C-172
ASTM C-39
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
I 6.00 03/29/2001 7 85,880 3,040
2 6.00 03/29/2001 7 82,880 2,930
Average 2,990
3 6.00 04/19/2001 28 102,460 3,620
4 6.00 04/19/2001 28 105,440 3,730
Average 3,680
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
(1) City of Coppell - Bl.dg. lnsp.Techn ,c ,an:J oeyGo rd on ~~ ~~~,~..
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp. Reviewed by:
The tests were performed in general accordance with applicable ASTM test methods. This report is exclusively for the use of the client indicated alcove
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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