Gateway BP(1.6)-LR061016CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94061163 0107
l~~rracon
Service Date: September 13, 2006 8901 Carpenter Frwy, ste#too
Dallas, Texas 75247
(2f 4) 630-1010
Client: Report Date:October 16, 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 Sample Information
Specified Strength 3500 psi ~ 28 Days Date Cast: September 13, 2006 Time 3.20 AM
Sampled by• Jose A Martinez
Batch Time 2 55 AM Plant: 27 Bather Conditions Clear
Supplier Southern Star Concrete A umulative Yards: 40/510
Truck No 80 Ticket No 1463 lacement Method Pump
Mix I D No 9339 Sample Locations Noted on sketch as #1
Water Added Onsite Before Test: SGallons Placement Location Paving, SW & N of Building, refer to
attached sketch
Field Test Data (~~'
Test Result Specification Test Method
Slump, inches 5.25 3-S ASTM C143
Air Content, % ~'~~~ 3-6 ASTM C231
Concrete Temperature, °F 84 ASTM C1064
Ambient Temperature,°F ASTM C1064
Plastic Unit Weight, pcf~ 144 4 ASTM C138
* = Fle d 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 09/20/2006 7 93,500 3,31
1 2 6 00 28.27 09/20/2006 7 91,570 3,240
Average (7 Days) 3,280
1 3 6 00 28.27 10/11/2006 28 124,520 4
1 4 6 00 28.27 10/11/2006 28 125,710 ,
Average (28 Days) 4,430
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
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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 shaft 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 6 o~-PO~o+-F~„ek.y
CONCRETE COMPRESSIVE STRENGTH TEST
• 94061163 0107
l~~rr~con
Report Number.
Service Date: Se tember 13, 2006 8901 Carpenter Frwy, Ste #100
P Dallas, Texas 75247
(214) 630-1010
Client. Report Date:October 16, 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 3 41 AM Plant: 27
Supplier Southern Star Concrete
Truck No 5019 Ticket No 1463842
Mix I D No 9339
Field Test Data
Test Result
Slump, inches 6 50
Air Content, % 5 5
Concrete Temperature, ~F 81
Ambient Temperature,~F 62
Plastic Unit Weight, pcf~ 143 0
Sample Information
Date Cast: September 13, 2006 Time 4.07 AM
Sampled by' Jose A. Martinez
Weather Conditions. Clear
Accumulative Yards. 130/510
Placement Method Pump
Sample Locations. Noted on sketch as #2
Placement Location Paving, SW & N of Building, refer to
attached sketch
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)
2 1 6 00 28.27 09/20/2006 7 94,370 3,340
2 2 6 00 28.27 09/20/2006 7 96,390 3,410
Average (7 Days) 3,380
2 3 6 00 28.27 10/11/2006 28 124,230 4,390
2 4 6 00 28.27 10/11/2006 28 126,560 4,480
Average (28 Days) 4,440
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 2 of 6 ObPDR/R01-FUQre Key
CONCRETE COMPRESSIVE STRENGTH TEST
b 94061163 0107
l~~rr~con
Report Num er
8901 Carpenter Frwy, Ste #100
Service Date. September 13, 2006 Dallas, Texas 75247
(214) 630-1010
Client: Report Date: October 16, 2006
ProLogis Project: Freeport Corporate Ctr Bldg 6
Attn Keith Porter Freeport Pkwy 8~ 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 30 AM Plant: 27
Supplier Southern Star Concrete
Truck No 648 Ticket No 1463850
Mix I D No 9339
Water Added Onsite Before Test. 5 Gallons
Field Test Data
Test Result
Slump, inches 5 50
Air Content, % 4 8
Concrete Temperature, °F 80
Ambient Temperature,°F 61
Plastic Unit Weight, pcf~ 144 4
Sample Information
Date Cast: September 13, 2006 Time 4 46 AM
Sampled by' Jose A. Martinez
Weather Conditions Clear
Accumulative Yards 210/510
Placement Method Pump
Sample Locations. Noted on sketch as #3
Placement Location Paving, SW & N of Building, refer to
attached sketch
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)
3 1 6 00 28.27 09/20/2006 7 88,320 3,120
3 2 6 00 28.27 09/20/2006 7 91,330 3,230
Average (7 Days) 3,180
3 3 6 00 28.27 10/11/2006 28 126,390 4,470
3 4 6 00 28.27 10/11/2006 28 122,920 4,350
Average (28 Days) 4,410
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests ana 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 sha!I 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 6 °1-PD"~01{`~°`° "°Y
CONCRETE COMPRESSIVE STRENGTH TEST
R rt Number 94061163 0107
l~~rracon
epo
Service Date• September 13, 2006 8901 Carpenter Frwy, ste#1oo
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: October 16, 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 5 30 AM Plant. 27
Supplier Southern Star Concrete
Truck No 80 Ticket No 1435263
Mix I D No 9339
Water Added Onsite Before Test: 10Gallons
Field Test Data
Test Result
Slump, inches 6 00
Air Content, % 4 6
Concrete Temperature, aF 83
Ambient Temperature,°F 60
Plastic Unit Weight, pcf• 144.2
Sample Information
Date Cast. September 13, 2006 Time 6 10 AM
Sampled by' Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards. 340/510
Placement Method Pump
Sample Locations. Noted on sketch as #4
Placement Location Paving, SW 8~ N of Building, refer to
attached sketch
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)
4 1 6 00 28.27 09/20/2006 7 88,350 3,120
4 2 6 00 28.27 09/20/2006 7 83,850 2,970
Average (7 Days) 3,050
4 3 6 00 28.27 10/11/2006 28 132,920 4,700
4 4 6 00 28.27 10/11/2006 28 133,230 4,710
Average (28 Days) 4,710
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 4 of 6 °'~°°~°'~`~"°"°y
CONCRETE COMPRESSIVE STRENGTH TEST
Re ort Number 94061163 0107
l~~rr~con
Service Date: September 13, 2006 8901 Carpenter Frvuy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: October 16, 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 6.25 AM Plant: 27
Supplier Southern Star Concrete
Truck No 6233 Ticket No 1435270
Mix I D No 9339
Water Added Onsite Before Test: SGallons
Water Added Onsite After Test. 5 Gallons
Sample Information
Date Cast: September 13, 2006 Time 7'00 AM
Sampled by' Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards. 410/510
Placement Method Pump
Sample Locations Noted on sketch as #5
Placement Location Paving, SW & N of Building, refer to
attached sketch
Field Test Data
Test Result Specification Test Method
Slump, inches: 5 00 3-5 ASTM C143
Air Content, % 4 1 3-6 ASTM C231
Concrete Temperature, aF 80 ASTM C1064
Ambient Temperature,°F 59 ASTM C1064
Plastic Unit Weight, pcf~ - 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)
5 1 6 00 28.27 09/20/2006 7 108,350 3,830
5 2 6 00 28.27 09/20/2006 7 104,510 3,700
Average (7 Daysj s,770
5 3 6 00 28.27 10/11/2006 28 138,450 4,900
5 4 6 00 28.27 10/11/2006 28 139,290 4,930
Average (28 Days) 4,920
Comments: Not tested for plastic unit weight.
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 5 of 6 m.aoamoi.Fw~a ker
CONCRETE COMPRESSIVE STRENGTH TEST l~~rracon
Re ort Number 94061163 0107
Service Date: September 13, 2006 8901 Carpenter Frwy, ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: October 16, 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 7 36 AM Plant. 27
Supplier Southern Star Concrete
Truck No 1015 Ticket No 1435280
Mix I D No 9339
Water Added Onsite After Test: 5 Gallons
Field Test Data
Test Result
Slump, inches. 5 50
Air Content, % 4 0
Concrete Temperature, ~F 80
Ambient Temperature,°F 65
Plastic Unit Weight, pcf~ 145 4
Sample Information
Date Cast: September 13, 2006 Time 8 15 AM
Sampled by' Jose A Martinez
Weather Conditions: Clear
Accumulative Yards. 510/510
Placement Method Pump
Sample Locations Noted on sketch as #6
Placement Location Paving, SW & N of Building, refer to
attached sketch
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)
6 1 6 00 28.27 09/20/2006 7 83,730 2,960
6 2 6 00 28.27 09/20/2006 7 81,310 2,880
Average (7 Daysj 2,920
6 3 6 00 28.27 10/11/2006 28 117,530 4,160
6 4 6 00 28.27 10/11/2006 28 113,720 4,020
Average (28 Days} 4,090
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 8 Assoc Architects PLLC Robert D Ray, S.E.T
(1) Haynes Whaley Assoc Inc
Senior Project Manag
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 6 of 6 Ot-PDR/R01-Future Key
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