Gateway BP(1.6)-LR061009CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061163 0103
l~erracon
Service Date September 7, 2006 8901 Carpenter Frvvy, ste#1oo
Dallas, Texas 75247
(214} 630-1010
Client: Report Date, pctober 09, 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 2:49am Plant. 27
Supplier Southern Star
Truck No 5019 Ticket No 1463639
Mix I D No 9339
Water Added Onsite Before Test. 10Gallons
Water Added Onsite After Test. 5 Gallons
Sample Information
Date Cast: September 7, 2006 Time 3:26am
Sampled by• Jose A. Martinez
Weather Conditions. Clear
Accumulative Yards: 70
Placement Method Pump
Sample Locations See attached sketch for Location #1
Placement Location Pavement, W of Building
Field Test Data
Test Result Specification Test Method
Slump, inches 5 50 3-5 ASTM C143
Air Content, % 4 1 3-6 ASTM C231
Concrete Temperature, of 84 ASTM C1064
Ambient Temperature,~F 65 ASTM C1064
Plastic Unit Weight, pcf• 143 8 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 09/14/2006 7 79,650 2,820
1 2 6 00 28.27 09/14/2006 7 83,980 2,970
Average (7 Days) 2,900
1 3 6 00 28.27 10/05/2006 28 122,990 4,350
1 4 6 DO 28.27 10/05/2006 28 123,230 4,360
Average (28 Days) 4,360
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 8 ai-acs~oi~vun,.e key
CONCRETE COMPRESSIVE STRENGTH TEST
Re ort Number 94061163 0103
l~erracon
p 8901 Car nter F
Service Date: September 7, 2006 pe nny, ste#1oo
Dallas, Texas 75247
(214)630-1010
Client: Report Date:October 09, 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 39am Plant: 27
Supplier Southern Star
Truck No 1097 Ticket No 1463643
Mix I D No 9339
Water Added Onsite Before Test. 5 Gallons
Field Test Data
Test Result
Slump, inches: 6.25
Air Content, % 3 3
Concrete Temperature, of 83
Ambient Temperature,~F 60
Plastic Unit Weight, pcf~ 144 6
Sample Information
Date Cast: September 7, 2006 Time 4 04am
Sampled by' Jose A. Martinez
Weather Conditions Clear
Accumulative Yards 170
Placement Method Pump
Sample Locations See attached sketch for Location #2
Placement Location Pavement, W 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 e at Maximum Compressive
A
g
Set Specimen Diameter Area Date Test Load Strength
No ID (inches) (sq. inches} Tested (days) (Ibs) (psi)
2 1 6 00 28.27 09/14/2006 7 76,380 2,700
2 2 6 00 28.27 09/14/2006 7 75,400 2,670
Average (7 Days) 2,690
2 3 6 00 28.27 10/05/2006 28 111,680 3,950
2 4 6 00 28.27
Average (28 Days)
3, 870
3,910
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.
10/05/2006 28 109,500
Page 2 of 8 °'-"`S~°'-F~°'a"aY
CONCRETE COMPRESSIVE STRENGTH TEST
rt N b 94061163 0103
l~~rracon
Repo um er.
Service Date: Se tember 7, 2006 8901 Carpenter Fnnry, Ste #100
p Dallas, Texas 75247
(214) 630-1010
Client: Report Date.October 09, 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~OOam Plant: 27
Supplier Southern Star
Truck No 1827 Ticket No 1463646
Mix I D No 9339
Field Test Data
Test Result
Slump, inches 6 50
Air Content, % 3 1
Concrete Temperature, °F 81
Ambient Temperature,°F 58
Plastic Unit Weight, pcf~ 143 8
Sample Information
Date Cast: September 7, 2006 Time 4 45am
Sampled by Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards. 210
Placement Method Pump
Sample Locations See attached sketch for Location #3
Placement Location Pavement, W 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 09/14/2006 7 71,640 2,530
3 2 6 00 28.27 09/14/2006 7 69,970 2,470
Average (7 Days) 2,500
3 3 6 00 28.27 10/05/2006 28 105,030 3,710
3 4 6 00 28.27 10/05/2006 28 107,830 3,810
Average (28 Days) 3,760
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 3 of 8
Ot-ACS/R01-Fulvre Key
CONCRETE COMPRESSIVE STRENGTH TEST
Re ort Number 94061163 0103
l~~rracon
Service Date: September 7, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date• October 09, 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 14am Plant. 27
Supplier Southern Star
Truck No Ticket No
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
38
83
61
144 8
Sample Information
Date Cast: September 7, 2006 Time 6 05am
Sampled by Jose A. Martinez
Weather Conditions Clear
Accumulative Yards. 350
Placement Method Pump
Sample Locations: See attached sketch for Location #4
Placement Location Pavement, W 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)
4 1 6 00 28.27 09/14/2006 7 74,400 2,630
4 2 6 00 28.27 09/14/2006 7 80,300 2,840
Average (7 Days) 2,740
4 3 6 00 28.27 10/05/2006 28 116,130 4,110
4 4 6 00 28.27 10/05/2006 28 114,410 4,050
Average (28 Days) 4,080
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 4 of 8 °'_"`S~°,.F~,a "av
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061163 0103
l~~rracon
Service Date• September 7, 2006 8901 Carpenter Fnnry, ste#1oo
Dallas, Texas 75247
(214) 630-1010
Client: Report Date• October 09, 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 6.20am Plant. 27
Supplier Southern Star
Truck No 8 Ticket No 1453200
Mix I D No 9339
Water Added Onsite Before Test: 5Gallons
Field Test Data
Test
Slump, inches
Air Content,
Concrete Temperature, of
Ambient Temperature,°F
Plastic Unit Weight, pcf~
Result
6 50
53
77
58
144 0
Sample Information
Date Cast. September 7, 2006 Time 6 58am
Sampled by• Jose A. Martinez
Weather Conditions. Clear
Accumulative Yards• 420
Placement Method Pump
Sample Locations. See attached sketch for Location #5
Placement Location Pavement, W of Building
Specification Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C 1064
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 09/14/2006 7 82,800 2,930
5 2 6 00 28.27 09/14/2006 7 81,510 2,880
Average (7 Daysj 2,910
5 3 6 00 28.27 10/05/2006 28 104,290 3,690
5 4 6 00 28,27 10/05/2006 28 117,550 4,160
Average (28 Days) 3,930
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 mefhods. 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 8 01-ACS/R01-F~,e key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061163 0103
l~~rracon
Service Date: September 7, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date. October 09, 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 7, 2006 Time 7 335am
Sampled by' Jose A. Martinez
Batch Time 7~05am Plant 27 Weather Conditions Clear
Supplier Southern Star Accumulative Yards 510
Truck No 1015 Ticket No Placement Method Pump
Mix I D No 9339 Sample Locations. See attached sketch for Location #6
Water Added Onsite Before Test. 10Gallons Placement Location Pavement, W of Building
Field Test Dafa
Test Result Specification Test Method
Slump, inches. 6 50 3-5 ASTM C143
Air Content, % 3 8 3-6 ASTM C231
Concrete Temperature, °F 78 ASTM C1064
Ambient Temperature,~F 68 ASTM C1064
Plastic Unit Weight, pcf~ 144 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) (Ibs) (psi)
6 1 6 00 28.27 09/14/2006 7 90,130 3,190
6 2 6 00 28.27 09/14/2006 7 87,550 3,100
Average (7 Days) 3,150
6 3 6 00 28.27 10/05/2006 28 113,110 4,000
6 4 6 00 28.27 10/05/2006 28 116,900 4,130
Average (28 Days) 4,070
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 6 Of 8 of ncs~oifU~~<Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94061163 0103
Service Date: September 7, 2006
l~~rr~con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
ProLogis
Attn Keith Porter
2310 LBJ Freeway Ste 200
Dallas TX 75234
Report Date.October 09, 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 8 12M Plant. 27
Supplier Southern Star
Truck No 923 Ticket No 1463669
Mix I D No 9339
Water Added Onsite Before Test. 10Gallons
Water Added Onsite After Test: 5 Gallons
Field Test Data
Test Result
Slump, inches: 5 50
Air Content, % 3.2
Concrete Temperature, of 84
Ambient Temperature,oF 75
Plastic Unit Weight, pcf• 145 7
Sample Information
Date Cast. September 7, 2006 Time 9:20am
Sampled by' Jose A. Martinez
Weather Conditions Partly cloudy
Accumulative Yards. 630
Placement Method Pump
Sample Locations See attached sketch for Location #7
Placement Location Pavement, W 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
Set Specimen Diameter Area
No ID (inches) (sq. inches)
7 1 6 00 28.27
7 2 6 00 28.27
7 3 6 00 28.27
7 4 6 00 28 27
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
09/14/2006 7 79,660 2,820
09/14/2006 7 71,220 2,520
Averag e (7 Days) 2,670
10/05/2006 28 110,490 3,910
10/05/2006 28 101,900 3,600
Averag e (28 Days) 3,760
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 7 of 8 01-ACS/R01-FUlure Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94061163 0103
l~~rracon
Service Date• September 7, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214)630-1010
Client: Report Date: October 09, 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 10~OOam Plant: 27
Supplier Southern Star
Truck No 1853 Ticket No 1189530
Mix I D No 9339
Water Added Onsite After Test. 5 Gallons
Field Test Data
Test Result
Slump, inches 5 00
Air Content, % 4 0
Concrete Temperature, ~F 85
Ambient Temperature,oF 84
Plastic Unit Weight, pcf~ 146 7
Laboratory Test Data
Set Specimen Diameter Area
No ID (inches) (sq. inches)
8 1 6 00 28.27
8 2 6 00 28.27
8 3 6 00 28.27
8 4 6 00 28.27
Sample Information
Date Cast. September 7, 2006 Time 10~30am
Sampled by• Jose A Martinez
Weather Conditions Partly cloudy
Accumulative Yards. 720
Placement Method Pump
Sample Locations See attached sketch for Location #8
Placement Location Pavement, W of Building
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
09/14/2006 7 100,590 3,560
09/14/2006 7 99,600 3,520
Average (7 Days) 3,540
10/05/2006 28 129,570 4,586
10/05/2006 28 124,300 4,400
Average (28 Days) 4,490
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
(1) Haynes Whaley Assoc Inc
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 8 of 8 °'_"`~°'_F'""e "a~
PROJECT: ~i~ag~OrT ~~ aR `~' l ~ 7 ~
PROJECT NO . / ~o6f~lo.3~' G ~G 3
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Consulting Engineers & Scientists
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