Gateway BP(1.6)-LR061004CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94061163 0118
11'~rr~con
Service Date September 25, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date October 04, 2006
ProLogis Project: Freeport Corporate Ctr Bldg 6
Attn Keith Porter Freeport Pkwy & Gateway
2310 LBJ Freeway Ste Z00 Goppell, TX
Dallas TX 75234
Project No 94061163
Material Information
Specified Strength 3500 psi @ 28 Days
Batch Time 2 50am Plant. 27
Supplier Southern Star
Truck No 31 Ticket No 1435490
Mix I D No 9339
Water Added Onsite Before Test. 5Gallons
Sample Information
Date Gast. September 25, 2006 Time 3 51 am
Sampled by• Jose A. Martinez
Weather Conditions Clear
Accumulative Yards 50
Placement Method Pump
Sample Locations See attached sketch for Location #1
Placement Location Pavement, E of Building
Field Test Data
Test Result Specification Test Method
Slump, inches 5 50 3-5 ASTM C143
Air Content, % 3 4 3-6 ASTM C231
Concrete Temperature, of 80 ASTM C1064
Ambient Temperature,~F 54 ASTM C1064
Plastic Unit Weight, pcf• 145 6 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) (Ibsj (psij
1 1 6 00 28 27 10/02/2006 7 86,410 3,060
1 2 6 00 28 27 10/02/2006 7 90,780 3,210
Average (7 Days) 3,140
1 3 10/23/2006 28
1 4 10/23/2006 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 5 0, A~S~o,-FW~,a ke+.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94061163 0118
Service Date September 25, 2006
1 ~erracon
8901 Carpenter Frvvy, Ste #100
Dallas, Texas 75247
(214)630-1010
Client:
ProLogis
Attn Keith Porter
2310 LBJ Freeway Ste 200
Dallas TX 75234
Report Date• October 04, 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 4 02am Plant 27
Supplier Southern Star
Truck No 120 Ticket No
Mix I D No 9339
Field Test Data
Test Result
Slump, inches 5 75
Air Content, % 3 0
Concrete Temperature, ~F 79
Ambient Temperature,oF 52
Plastic Unit Weight, pcf• 147 4
Sample Information
Date Cast. September 25, 2006 Time 4 50am
Sampled by Jose A. Martinez
Weather Conditions Clear
Accumulative Yards 120
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.
Laborafory Test Data
Set Specimen Diameter Area
No ID (inches) (sq inches)
2 1 6 00 28.27
2 2 6 00 28.27
2 3
2 4
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
10/02/2006 7 78,830 2,790
10!02/2006 7 79,060 2,800
Average (7 Days) 2,800
10/23/2006 28
10/23/2006 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 2 of 5 °,-~s~R°'-`'"°'e"ey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94061163 0118
11'~rracon
Service Date September 25, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date•October 04, 2006
ProLogis Project: Freeport Corporate Ctr Bldg 6
Attn Keith Porter Freeport Pkwy & Gateway
2310 LBJ Freeway Ste 200 Coppell, TX
Dallas TX 75234
Material Information
Specified Strength 3500 psi @ 28 Days
Batch Time 5 35am Plant. 27
Supplier Southern Star
Truck No 31 Ticket No 1435507
Mix I D No 9339
Water Added Onsite Before Test. 10Gallons
Field Test Data
Test
Slump, inches
Air Content,
Concrete Temperature, ~F
Ambient Temperature,°F
Plastic Unit Weight, pcf•
Result
5 50 *
34
80
53
147 0
Project No 94061163
Sample Information
Date Cast September 25, 2006 Time 6 13am
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, E 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)
3 1 6 00 28.27 10/02/2006 7 81,070 2,870
3 2 6 00 28 27 10/02/2006 7 86,040 3,040
Average (7 Days) 2,960
3 3 10/23/2006 28
3 4 10/23/2006 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 shalt 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 5 0, ncs~ao,-F~~~e key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94061163 0118
11'err~con
Service Date• September 25, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date. October 04, 2006
ProLogis Project: Freeport Corporate Ctr Bldg 6
Attn Keith Porter Freeport Pkwy & Gateway
2310 LBJ Freeway Ste 200 Coppell, TX
Dalias TX 75234
Project No 94061163
Material Information
Specified Strength 3500 psi @ 28 Days
Batch Time 7 07am Plant 27
Supplier Southern Star
Truck No 5019 Ticket No 1435518
Mix I D No 9339
Sample Information
Date Cast. September 25, 2006 Time 7 33am
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, E of Building
Water Added Onsite After Test 5 Gallons
Field Test Data
Test Result Specification Test Method
Slump, inches 5 00 3-5 ASTM C143
Air Content, % 3 4 3-6 ASTM C231
Concrete Temperature, of 7g ASTM C1064
Ambient Temperature,°F 56 ASTM C1064
Plastic Unit Weight, pcf~ 145 5 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)
4 1 6 00 28.27 10/02/2006 7 84,150 2,980
4 2 6 00 28.27 10/02/2006 7 83,260 2,940
Average (7 Days) 2,960
4 3 10/23/2006 28
4 4 10/23/2006 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 4 of 5 ~,-acsrao,-F~e key
CONCRETE COMPRESSIVE STRENGTH TEST
Re ort Number 94061163 0118
l~erracon
p 8901 Carpenter Frwy, Ste #100
Service Date• September 25, 2006 Dallas, Texas 75247
(214)630-1010
Client• Report Date.October 04, 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 8 OOam Plant 27
Supplier Southern Star
Truck No 5019 Ticket No 1435525
Mix I D No 9339
Field Test Data
Test Result
Slump, inches 6 00
Air Content, % 3 5
Concrete Temperature, °F 81
Ambient Temperature,~F 70
Plastic Unit Weight, pcf~ 146 7
Sample Information
Date Cast September 25, 2006 Time 9 02am
Sampled by' Jose A. Martinez
Weather Conditions Clear
Accumulative Yards 410
Placement Method Pump
Sample Locations See attached sketch for Location #5
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)
5 1 6 00 28.27 10/02/2006 7 89,860 3,180
5 2 6 00 28.27 10/02/2006 7 91,930 3,250
Average (7 Days) 3,220
5 3 10/23/2006 28
5 4 10/23/2006 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 8 Assoc Architects PLLC Robert D Ray, S.E.
(1) Haynes Whaley Assoc Inc
Senior Project Mal}z(
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of (#~ 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 5 °' "`yp°' `'"°" "°"
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