Amberpoint BP-LR020705CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0320
Service Date: June 26, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 05, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 10:00am
Supplier: Hanson
Truck No: 1827
Mix I.D. No.: 9339
Plant: 27
Field Test Data
Test
Ticket No: 190738
Sample Information
Sample Time: Date Cast: June 26, 2002
Technician: Michael Ardito
Weather Conditions: Hot, sunny
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: 5' S, B 6' E of NE corner of bldg.
Placement Location: Sidewalks, NE side of building
Result Specification Test Method
Slump, inches: 6.00 3 - 5" ASTM C-143
Air Content, %: 3.9 4 - 6% ASTM C-231
Concrete Temperature, o F: 88 55 - 95 ASTM C1064
Ambient Temperature, o F: 85 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 07/03/2002 7 77,530 2,740
1 2 6.00 28.27 07/03/2002 7 78,880 2,790
Average 2,770
1 3 07/24/2002 28
1 4 07/24/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Michael Ardito
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson
(1) Halff Assoc Inc
(1) State Farm Insurance
Reviewed by[
HBC Eng~
Eugene Harbour
Principal
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
r~aterials.
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