Gateway BP(1.6)-LR061020CONCRETE COMPRESSIVE STRENGTH TEST
R rt N b 94061163 0113
11~rracon
epo um er.
Service Date: Se tember 20, 2006 8901 Carpenter Frwy, Ste #100
p Dallas, Texas 75247
(214)630-1010
Client: Report Date: October 20, 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: 4:48am Plant: 27
Supplier: Southern Star
Truck No: 1848 Ticket No: 1435432
Mix I.D. No.: 9339
Field Test Data
Test Result
Slump, inches: 5.50
Air Content, %: 5.3
Concrete Temperature, aF: 80
Ambient Temperature,~F: 64
Plastic Unit Weight, pcf: 144.9
Sample Information
Date Cast: September 20, 2006 Time: 5:20am
Sampled by: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 30
Placement Method: Pump
Sample Locations: See attached sketch for Location #1
Placement Location: Pavement, S of Building
Specification Test Method
3-5 ASTM C 143
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 09/27/2006 7 96,160 3,400
2 6.00 28.27 09/27/2006 7 91,410 3,230
Average (7 Days) 3,320
3 6.00 28.27 10/18/2006 28 125,510 4,440
4 6.00 28.27 10/18/2006 28 117,810 4,170
Average (28 Days) 4,310
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 4 01-ACS/H01-FUNre Key
CONCRETE COMPRESSIVE STRENGTH TEST
• 94061163 0113
Sample Information
Date Cast: September 20, 2006 Time: 7:48am
Sampled by: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 220
Placement Method: Pump
Sample Locations: See attached sketch for Location #3
Placement Location: Pavement, S of Building
Report Number.
Service Date: Se tember 20, 2006 8901 Carpenter Frwy, ste#1oo
P Dallas, Texas 75247
(214) 630.1010
Client: Report Date: October 20, 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: 6:46am Plant: 27
Supplier: Southern Star
Truck No: 1848 Ticket No: 1435448
Mix I.D. No.: 9339
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 4.9
Concrete Temperature, °F: 82
Ambient Temperature,~F: 58
Plastic Unit Weight, pcf: 145.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3
3
2 6.00 28.27
3 6.00 28.27
Specification
3-5
3-6
l~erracon
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
09/27/2006 7 99,360 3,510
09/27!2006 7 107,990 3,820
Average {7 Days) 3,670
10/18/2006 28 130,260 4,610
3 4 6.00 28.27 10/18/2006 28 126,880
Average (28 Days)
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests
strength samples.
4,490
4,550
id cast compressive
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 3 of 4 °'_"`5~°+-F~a "eY
CONCRETE COMPRESSIVE STRENGTH TEST
b 94061163 0113
l~~rracon
Report Num er.
Service Date: Se tember 20, 2006 8901 Carpenter Frwy, Ste #100
P Dallas, Texas 75247
(214) 630-1010
Client: Report Date: October 20, 2006
ProLogis Project: Freeport Corporate Ctr. Bldg. 6
Attn: Keith Porter Freeport Pkwy 8r Gateway
2310 LBJ Freeway Ste 200 Coppell, TX
Dallas TX 75234
Project No.: 94061163
Material Information Sample Information
Specified Strength: 3500 psi ~ 28 Days Date Cast: September 20, 2006 Time: 10:11 am
Sampled by: Jose A. Martinez
Batch Time: 9:26am Plant: 27 Weather Conditions: Clear
Supplier: Southern Star Accumulative Yards: 320
Truck No: 2 Ticket No: 1451745 Placement Method: Pump
Mix I.D. No.: 9339 Sample Locations: See attached sketch for Location #4
Placement Location: Pavement, S of Building
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.50 3-5 ASTM C143
Air Content, %: 5.4 3-6 ASTM C231
Concrete Temperature, oF: 80 ASTM C1064
Ambient Temperature,aF: 80 ASTM C1064
Plastic Unit Weight, pcf: 143.4 ASTM C138
* =Field Test Results do not meet project specifications.
Laboratory Test Data e at Maximum Compressive
A
g
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (Ibs) (psi)
4 1 6.00 28.27 09/27/2006 7 110,740 3,920
4 2 6.00 28.27 09/27/2006 7 117,980 4,170
Average (7 Days) 4,050
4 3 6.00 28.27 10/18/2006 28 147,220 5,210
4 4 6.00 28.27 10/18/2006 28 148,220 5,240
Average (28 Days) 5,230
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 ~~~ 7
(1) City of Coppell TX (1) Jordan Construction Services Reviewed by'
(1) City of Coppell TX (1) Meinhardt & Assoc Architects PLLC Robert D. Ray, S.E.T.
(1) Haynes Whaley Assoc Inc
Senior Project Managey
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the cllli~/e
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 4 of 4 Ot-ACS/R01-FM:re Key
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