Amberpoint BP 2R-LR060512CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0382
Service Date• May 3, 2006
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8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date. May 12, 2006
Transwestern Commercial Services Project: AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No • 94051418
Material Information
Specified Strength 3600 psi @ 28 Days
Batch Time 8 59am Plant: 2
Supplier Potter
Truck No 109 Ticket No 101620
Mix I D No 7752
Water Added Onsite Before Test. OGallons
Water Added Onsite After Test. 0 Gallons
Field Test Data
Test
Slump, inches
Air Content,
Concrete Temperature, of
Ambient Temperature,oF
Plastic Unit Weight, pcf~
Result
5 50
35
85
82
Sample Information
Date Cast. May 3, 2006 Time 8 40am
Sampled by Mario A. Garcia
Weather Conditions: Partly cloudy
Accumulative Yards: 20/40
Placement Method Direct Discharge
Sample Locations 10' N & 3' W of S corner of approach
Placement Location Approach off Freeport Pkwy at NW corner of
job site
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
* =Field Test Results do not meet project specifications.
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq, inches) Tested days) (Ibs) (psi)
1 1 6 00 28.27 05/10/2006 7 110,580 3,910
1 2 6 00 28 27 05/10/2006 7 100,760 3,560
Average (7 Days) 3,740
1 3 05/31 /2006 28
1 4 05/31/2006 28
Comments. Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep Mario A. Garcia
Report Distribution
(1} Transwestern Commercial Services (1) TechniStructures
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by•
(1) City of Coppell TX Hussein H Abusaad, P.E.
(1) O'Brien 8 Assoc
Senior Project Manager
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 consent of our company 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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