Town Center BP-LR010605 CONCRETE COMPRESSIVE STF JGTH TEST Hr.Ammon oillfirracon
Report Number: 94001422.0012 8901 Carpenter Frovy.,Suite#100
Service Date: May 3, 2001 Dallas,Texas 5247
y , (214)630-1010
Client: Excel Group, Inc. Report Date: June 05, 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: 4000 psi @ 28 Days Sample Time: 10:15am Date Cast:May 3, 2001
Technician: Albert Garcia
Batch Time: 9:00am Plant: 10 Weather Conditions: Cloudy
Supplier: Redi-Mix Accumulative Yards: 10
Truck No: 217 Ticket No: 16232 Placement Method: Direct discharge
Mix I.D. No.: 732 Sample Locations: South approach
Placement Location: Approaches
North & South
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 3-5 ASTM C-143
Air Content, %: 5.3 3-6 ASTM C-172
Concrete Temperature,°F: 82 ASTM C-39
Ambient Temperature, 0 F: 74
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 05/10/2001 7 98,340 3,480
1 2 6.00 05/10/2001 7 97,530 3,450
Average 3,470
1 3 6.00 05/31/2001 28 114,630 4,050
1 4 6.00 05/31/2001 28 120,790 4,270
Average 4,160
Services- Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician:Albert Garcia
Report Distribution: H:.'E•.i �fring, Inc.
(1)Excel Group, Inc.
(1)City of Coppell-Engr Dept Reviewed by:
(1)City of Coppell-Bldg Insp 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.
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