Gateway BP(1.6)-LR060920CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061163 0107
l~~rracon
Service Date: September 13, 2006 8901 Carpenter Fnnry, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: September 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 2:55 AM Plant: 27
Supplier Southern Star Concrete
Truck No 80 Ticket No 1463833
Mix I D No 9339
Water Added Onsite Before Test. 5 Gallons
Field Test Data
Test
Slump, inches
Air Content,
Concrete Temperature, of
Ambient Temperature,~F
Plastic Unit Weight, pcf•
Result
5.25
39
84
65
144 4
Samale Information
Date Cast. September 13, 2006 Time 3.20 AM
Sampled by• Jose A. Martinez
Weather Conditions. Clear
Accumulative Yards• 40/510
Placement Method Pump
Sample Locations Noted on sketch as #1
Placement Location Paving, SW & 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)
1 1 6 00 28.27 09/20/2006 7 93,500 3,310
1 2 6 00 28.27 09/20/2006 7 91,570 3,240
Average (7 Days) ~ 3,280
1 3 10/11/2006 28
1 4 10/11/2006 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 at~ove 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 6 o,-P~~o+-F~.Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061163 0107
Service Date: September 13, 2006
l~~rracon
8901 Carpenter Fnnry, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
ProLogis
Attn Keith Porter
2310 LBJ Freeway Ste 200
Dallas TX 75234
Report Date: September 20, 2006
Project: Freeport Corporate Ctr Bldg 6
Freeport Pkwy & Gateway
Coppell, TX
Project No : 94061163
Material lnformation
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
Sample lnformation
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
Field Test Data
Test Result Specification Test Method
Slump, inches 6 50 3-5 ASTM C143
Air Content, % 5 5 3-6 ASTM C231
Concrete Temperature, of 81 ASTM C1064
Ambient Temperature,oF 62 ASTM C1064
Plastic Unit Weight, pcf~ 143 0 ASTM C138
* =Field Test Res ults 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 96,390 310 ~_
Average (7 Days) 3,380
2 3 10/11 /2006 28
2 4 10/11 /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 6 o,-POR~a,-F~„., Ke,
CONCRETE COMPRESSIVE STRENGTH TEST
b 94061163 0107
l~~rracon
Report Num er
8901 Carpenter Frwy, Ste #100
Service Date: September 13, 2006 Dallas, Texas 75247
(214)630-1010
Client: Report Date September 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 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
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
Field Test Data
Test Result Specification Test Method
Slump, inches: 5 50 3-5 ASTM C143
Air Content, % 4 8 3-6 ASTM C231
Concrete Temperature, ~F 80 ASTM C1064
Ambient Temperature,~F 61 ASTM C1064
Plastic Unit Weight, pcf• 144 4 ASTM C138
* =Field Test Results do not meet project specifications.
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area
No. ID (inches) (sq. inches) Date
Tested Test Load
(days) (Ibs) Strength
(psl)
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 10/11 /2006 28
3 4 10/11 /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 3 of 6 °,_P~°'.F""`° K.Y
CONCRETE COMPRESSIVE STRENGTH TEST
R rt N b 94061163 0107
11'~rracon
epo um er.
Service Date: Se tember 13, 2006 8901 Carpenter Fnnry, Ste #100
P Dallas, Texas 75247
(214)630-1010
Client: Report Date: September 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 5 30 AM Plant. 27
Supplier Southern Star Concrete
Truck No 80 Ticket No 1435263
Mix 1 D No 9339
Water Added Onsite Before Test: 10Gallons
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 & N of Building, refer to
attached sketch
Field Test Data
Test Result Specification Test Method
Slump, inches. 6 00 3-5 ASTM C143
Air Content, % 4 6 3-6 ASTM C231
Concrete Temperature, °F 83 ASTM C1064
Ambient Temperature,°F 60 ASTM C1064
Plastic Unit Weight, pcf~ 144.2 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 10/11 /2006 28
4 4 10/11/2006 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 4 of 6 0~-PDR/R0~-FUlure key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061163 0107
l~~rracon
Service Date: September 13, 2006 8901 Carpenter Frvvy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: September 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
Maferia! Information
Specified Strength 3500 psi @ 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
Samale 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 da s) (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 Days) 3,770
5 3 10111 /2006 28
5 4 10/11 /2006 28
Comments: Nat 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 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 5 of 6 o+aoRiuo+-~wu. K.y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061163 0107
Service Date: September 13, 2006
l~err~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: September 20, 2006
Project: Freeport Corporate Ctr 81dg 6
Freeport Pkwy & Gateway
Coppell, TX
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
Samale 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
Field Test Data
Test Result Specification Test Method
Slump, inches: 5 50 3-5 ASTM C143
Air Content, % 4 0 3-6 ASTM C231
Concrete Temperature, of 80 ASTM C1064
Ambient Temperature,oF 65 ASTM C1064
Plastic Unit Weight, pcf~ 145 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 da s) (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 Days) 2,920
6 3 10111 /2006 28
6 4 10/11/2006 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 & Assoc Architects PLLC
(1) Haynes Whaley Assoc Inc
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 ai the locations} referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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