Gateway BP(1.6)-LR061030;CONCRETE COMPRESSIVE STRENGTH TEST
• 94061163 0128
l~~rracon
Report Number.
Service Date: October 21, 2006 6901 Carpenter Fnnry, ste #too
Dallas, Texas 75247
(214) 630-1010
Client: Report Date:October 30, 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: 3500 psi cLD 28 Days
Batch Time: 3:02am Plant: 27
Supplier: Southern Star
Truck No: 5019 Ticket No: 1448986
Mix I.D. No.: 9339
Water Added Onsite Before Test: SGallons
Field Tesf Data
Test Res u It
Slump, inches: 6.00
Air Content, %: 3.7
Concrete Temperature, ~F: 74
Ambient Temperature,~F: 54
Plastic Unit Weight, pcf: 144.9
Sample Information
Date Cast: October 21, 2006 Time: 3:34am
Sampled by: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 40
Placement Method: Pump
Sample Locations: See attached sketch for Location #1
Placement Location: Pavement, E of Building
Specification Test Method
3-5 ASTM C143
3-6 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 10/28/200fi 7 81,890 2,900
2 6.00 28.27 10/28/2006 7 82,830 2,930
Average (7 Days) 2,920
3 11 /18/2006 28
4 11 /18/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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.
Page 1 of 2 °'."`~°,_FN°'° "eY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061163.0128
l~~rracon
Service Date: October 21, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214} 630-t 010
Client: Report Date: October 30, 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: 3500 psi ~ 28 Days
Batch Time: 4:10am Plant: 27
Supplier: Southern Star
Truck No: 1827 Ticket No: 1448993
Mix I.D. No.: 9339
Field Test Data
Test Result
Slump, inches: 6.00
Air Content, %: 3.8
Concrete Temperature, °F: 74
Ambient Temperature,~F: 53
Plastic Unit Weight, pcf: 144.8
Sample Information
Date Cast: October 21, 2006 Time: 5:OOam
Sampled by: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: See attached sketch for Location #2
Placement Location: Pavement, E of Building
Specification Test Method
3-5 ASTM C143
3-6 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)
2 1 6.00 28.27 10/28/2006 7 81,520 2,880
2 2 6.00 28.27 10/28/2006 7 84,350 2,980
Average (7 Days) 2,930
2 3 11/18/2006 28
2 4 11 /18/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Jose A. Martinez
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. Ray, .T.
(1) Haynes Whaley Assoc Inc
Senior Project Hager
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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