Town Center BP-LR010517 (2) CONCRETE COMPRESSIVE STR ,GTH TEST °""klaof% ax%
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Report Number: 94001422.0014 8901 Carpenter Frwy.,Suite#100
p Dallas,Texas 75247
Service Date: May 8, 2001 (214)630-1010
Client: Excel Group, Inc. Report Date: May 17, 2001
Attn: Bryan Peck Project: Town Center Business Park
2639 Walnut Hill Ln #218 205 East Parkway Blvd
Dallas TX 75229 Coppell, Texas
Project Number: 94001422
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Sample Time: 10:58am
Technician: Barry Cuble
Batch Time: 10:28am Plant: 91 Weather Conditions: Sunny, mild
Supplier: Redi-Mix Accumulative Yards: 30
Truck No: 105 Ticket No: 138203 Placement Method: Direct discharge
Mix I.D. No.: 914 Sample Locations: 15' E of W, 25' N of S curb
Placement Location: Paving: North parking
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.50 3-5 ASTM C-143
Air Content, %: 3.8 3-5 ASTM C-172
Concrete Temperature,°F: 79 ASTM C-39
Ambient Temperature, 0 F: 64
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (Ibs) (psi)
1 1 6.00 05/15/2001 7 96,630 3,420
1 2 6.00 05/15/2001 7 97,810 3,460
Average 3,440
1 3 06/05/2001 28
1 4 06/05/2001 28
Services- Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Barry Cuble
Report Distribution: HB r.ly';.- g, I -.
(1) Excel Group,Inc.
(1)City of Coppell-Engr Dept Reviewed by: ./ L
(1)City of Coppell-Bldg Insp Orc Cleveland,P.E.
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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