Gateway BP(1.6)-LR060911CONCRETE COMPRESSIVE STRENGTH TEST
R rt N mber• 94061163 0082
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Service Date: August 10, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client Report Date: September 11, 2006
ProLogis Project: Freeport Corporate Ctr Bldg 6
Attn Keith Porter Freeport Pkwy & Gateway
2310 LBJ Freeway Ste 200 Coppell, TX
Dallas TX 75234
Project No.: '94061163
Material Information
Specified Strength 4200 psi ~ 28 Days
Batch Time 1039 AM Plant: 27
Supplier Southern Star Co
Truck No 5019 Ticket No 1183344
Mix I D No 9375
Water Added Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Sample Information
Date Cast: August 10, 2006 Time 11 50 AM
Sampled by' Mario A. Garcia
Weather Conditions: Sunny
Accumulative Yards: 5/5
Placement Method Direct Discharge
Sample Locations: Inlet off of Gateway, E half
Placement Location Inlet, SW comer of building pad ~ Gateway
Test Result Specification Test Method
Slump, inches: 4 00 ASTM C143
Air Content, % 3 1 ASTM C231
Concrete Temperature, aF 101 ASTM C1064
Ambient Temperature,aF 98 ASTM C1064
Plastic Unit Weight, pcf~ N/A ASTM C138
Laboratory Test Data Age at Maximum C ompressive
Set Specimen Diameter Area Date Test Load Strength
No ID (inches) (sq. inches) Tested (days) (Ibs) (psi)
1 1 6 00 28.27 08/17/2006 7 114,320 4,040
1 2 6 00 28.27 08/17/2006 7 116,660 4,130
Average (7 Days) 4,090
1 3 6 00 28.27 09/07/2006 28 159,500 5,640
1 4 6 00 28.27 09/07/2006 2$ 156,900 5,550
Average (28 Days) 5,600
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) ProLogis (1) Meinhardl d Assoc Architects PLLC
(1) City of Coppell TX (1) Jordan Construction Services Reviewed by•
(1) City of Coppell TX (1) Meinhardl & Assoc Architects PLLC Robert D Ray, s E.T.
(1) Haynes Whaley Assoc Inc
Senior Project Man e
The tests were pertormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use oft client
indicated above and shall not be reproduced except in full wfthout 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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