Gateway BP(1.6)-LR060928CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061163 0113
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Service Date• September 20, 2006 x901 Carpenter Fnnry, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: September 28, 2006
ProLogis ~--~'" Project: Freeport Corporate Ctr Bldg 6
Attn Keith Porter /~~ Freeport Pkwy & Gateway
2310 LBJ Freeway Ste 200 Coppeil, TX
Dallas TX 75234
Project No.: 94061163
Material Information
Specified Strength 3500 psi ~ 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
Slump, inches.
Air Content,
Concrete Temperature, °F
Ambient Temperature,°F
Plastic Unit Weight, pcf•
Result
5 50
53
80
64
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
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 09/27/2006 7 96,160 3,400
1 2 6 00 28.27 09/27/2006 7 91,410 3,230
Average (7 Days) 3,320
3 10/18/2006 28
4 10/18/2006 28
Services - Obtain samples of fresh concrete at the placement locations, pertorm required field tests and cast compressive
strength samples
`i/.e
/0 G e~
The tests were pertormed 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 locations} referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 4 0+~~~o,-~~aKav
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061163 0113
Service Date, September 20, 2006
l~err~con
8901 Carpenter Frwy, Ste #1100
Dallas, Texas 75247
(214)630-1010
Client:
ProLogis
Attn Keith Porter
2310 LBJ Freeway Ste 200
Dallas TX 75234
Report Date: September 28, 2006
Project: Freeport Corporate Ctr Bldg 6
Freeport Pkwy & Gateway
Coppell, TX
Project No.: 94061163
Material Information
Specified Strength 3500 psi @ 28 Days
Batch Time 5 52am Plant. 27
Supplier Southern Star
Truck No 1848 Ticket No 1435440
Mix I D No 9339
Field Fest Data
Test
Slump, inches.
Air Content,
Concrete Temperature, °F
Ambient Temperature,~F
Plastic Unit Weight, pcf•
Result
5 50
48
80
60
145.2
Sample Information
Date Cast: September 20, 2006 Time 6 10am
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, S of Building
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. lD (inches) (sq. inches) Tested (days) (Ibs) (psi)
2 1 6 DO 28.27 09/27/2006 7 100,080 3,540
2 2 6 00 28.27 09/27/2006 7 97,060 3,430
Average (7 Days) 3,490
2 3 10/18/2006 28
2 4 10/18/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were pertormed 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 2 of 4 Ol-ACSIR01-FUNe Ray
CONCRETE COMPRESSIVE STRENGTH TEST
R rt N mber• 94061163 0113
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epo u
Service Date• Se tember 20, 2006 8so1 carpenter Frwy, ste#1oo
P Dallas, Texas 75247
{214) 630-1010
Client: Report Date: September 28, 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 6 46am Plant. 27
Supplier Southern Star
Truck No 1848 Ticket No 1435448
Mix I D No 9339
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
Field Test Data
Test Result Specification Test Method
Slump, inches: 5 00 3-5 ASTM C143
Air Content, % 4 9 3-6 ASTM C231
Concrete Temperature, aF 82 ASTM C1064
Ambient Temperature,aF 58 ASTM C1064
Plastic Unit Weight, pcf~ 145 0 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)
3 1 6 00 28.27 09/27/2006 7 99,360 3,510
3 2 6 00 28.27 09/27/2006 7 107,990 3,820
Average (7 Days) 3,670
3 3 10/18/2006 28
3 4 10/18/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were pertormed in general accordance with applicable ASTM, AA5HT0, 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
01-ACSlR01-FWe Kay
CONCRETE COMPRESSIVE STRENGTH TEST l~~rracon
b 94061163 0113
Report Num er
Service Date Se tember 20, 2006 8901 Carpenter Frwy, Ste #100
p Dallas, Texas 75247
(214) 630-1010
Client: Report Date: September 28, 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 9.26am Plant. 27
Supplier Southern Star
Truck No 2 Ticket No 1451745
Mix I D No 9339
Sample Information
Date Cast: September 20, 2006 Time 10~11am
Sampled by' Jose A. Martinez
Weather Conditions Clear
Accumulative Yards. 320
Placement Method Pump
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,~F 80 ASTM C1064
Plastic Unit Weight, pcf~ 143 4 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}
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 10/18/2006 28
4 4 10/18/2006 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 8 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 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.
Page 4 of 4 0,."`~°~_`'A"° "°"
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