Gateway BP(1.6)-LR061220CONCRETE COMPRESSIVE STRENGTH TEST lf~rr~con
Report Number: 94061163.0166
8901 Carpenter Frwy, Ste #100
Service Date: November 21, 2006 Dallas, Texas 75247
(214)630-1010
Client: Report Date: December 20, 2006
ProLogis Project: Freeport Corporate Ctr. Bldg. 6
Attn: Keith Porter Freeport Pkwy & Gateway
2310 LBJ Freeway Ste 200 Coppeii, TX
Dallas TX 75234
Project No.: 94061163
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 7:42 AM Plant: 27
Supplier: Southern Star Concrete
Truck No: 1020 Ticket No: 1462162
Mix I.D. No.: 9339
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: p Gallons
Sample Information
Date Cast: November 21, 2006 Time: 8:25 AM
Sampled by: Michael W. Whyman
Weather Conditions: Sunny, light winds
Accumulative Yards: 50/60
Placement Method: Direct Discharge
Sample Locations: P.6-Q
Placement Location: Sidewalk, E side of building @ E.5-Q
Field Test Data
Test Result Specification Test Method
Slump, inches: 7.00 - ASTM C143
Air Content, %: 3.7 - ASTM C231
Concrete Temperature, ~F: 60 - ASTM C1064
Ambient Temperature,~F: 42 ASTM C1064
Plastic Unit Weight, pcf: 142.9 ASTM C138
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 11/28/2006 7 82,480 2,920
1 2 6.00 28.27 11/28/2006 7 80,880 2,860
Average (7 Days) 2,890
1 3 6.00 28.27 12/19/2006 28 119,720 4,230
1 4 6.00 28.27 12/19/2006 28 118,810 4,200
Average (28 Days) 4,220
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Michael W. Whyman
Report Distribution:
(1) ProLogis (1) Meinhardt & Assoc Architects PLLC
(1) City of Coppell TX (1) Jordan Construction Services Reviewed by:
(1) City of Coppell TX (1) Meinhardt & Assoc Architects PLLC Robert D. Ra S.
(1) Haynes Whaley Assoc Inc y'
Senior Project ger
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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