Amberpoint BP-LR020503STATISTICAL ANALYSIS OF CONCRETE MIXTURES
Report Number: 94021029.0267
Service Date: May 3, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: May 03, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Specification Requirements:
Concrete Class: 7752
PROJECT DATA
4000 psi @ 28 Days
REPORT OF TESTS
Report
Date Number
03/27/2002
03/27/2002
03/27/2002
03/27/2002
03/27/2002
03/27/2002
03~28~2002
03~28~2002
03~28~2002
03/28/2002
Number Air Concrete
Of Slump Content Temp
Set Samples (in.) (%) (F)
Compressive
Strength
PSI
Running
3 Test Avg
PSI
94021029.0156 1 2 7.25 7.1 63 4605
94021029.0156 2 2 7.75 6.8 64 4185
94021029.0156 3 2 5.00 6.1 68 4865 4552
94021029.0156 4 2 5.25 6.4 70 4505 4518
94021029.0156 5 2 5.00 6.2 70 4055 4475
94021029.0156
94021029.0162 1 2 6.00 6.3 59 5'"~ 143821
94021029.0162 2 2 5.75 6.3 62 5200 ~
94021029.0162 3 2 5.00 6.1 59 4620 5003
94021029.0162 4 2 7.00 6.5 65 4025 4615
COMPLIES
complies with
Technician: E Eugene Harbour
Report Distribution:
(1 } Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
Reviewed by:
HBC Engineering
Eugene Harbour
(1) City of Coppell - Constr Insp (1) State Farm Insurance 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 shaft 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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