Northpoint Dr-LR020621CONCRETE COMPRESSIVE STRENGTH TEST
.Report Number: 94021061.0041
Service Date: May 22, 2002
Client: Transwestern Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Fnvy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: Plant: On-Site
Supplier: GTI
Truck No: Ticket No:
Mix I.D. No.: 2328
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %: 4.5
Concrete Temperature? F: 75
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf: 148.6
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches~) (sq. inches)
6 I 6.00 28.27
6 2 6.00 28.27
Sample Information
Sample Time: 12:20pm Date Cast: May 22, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 900
Placement Method: Direct Discharge
Sample Locations: Sta. 18+50
Placement Location: See page 1
Specification
6 3 6.00 28.27 06/19/2002
6 4 6.00 28.27 06/19/2002
.Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
05/29/2002 7 114,390 4,050
05/29/2002 7 116,700 4,130
Average 4,090
28 135,850 4,800
28 135,030 4,780
Average 4,790
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 ac,~ordance with applicable ASTM, AASHTO, or DOT test methods. This repmt is exclusively for the use of the client
indicated above and shell not he reproduced except in full without the written approval of Terreco~. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are n~ necessarily Indicative of the properties of other apparently similar or identical
materials.
Page 6 of 10 "'~'~*~'~'""
CONCRETE COMPRESSIVE STRENGTH TEST
J~eport Number: 94021061.0041
Service Date: May 22, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Fmc/., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi (~} 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2328
Plant: On-Site
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %: 5.5
Concrete Temperature,° F: 78
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf: 142.0
Laboratory Test Data
Set specimen
No. ID
7 1
7 2
Ticket No:
Sample Information
Sample Time: 1:15pm Date Cast:May 22, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 1050
Placement Method: Direct Discharge
Sample Locations: Sta. 19+70
Placement Location: See page 1
7 3
7 4
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C~138
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (scI. inches) Tested (days) (lbs) (psi)
6.00 28.27 05/29/2002 7 99,010 3,500
6.00 28.27 05/29~2002 7 97,640 3,450
Average 3,460
6.00 28.27 06/19/2002 28 108,400 3,830
6.00 28.27 06/19/2002 28 106,340 3,760
Average 3,800
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 approval of Terrecon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the propadies of other apparently similar or identical
materials.
Page 7 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
.Report Number: 94021061.0041
Service Date: May 22, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8g01 Carpenter Fnvy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: Plant: On-Site
Supplier: GTI
Truck No: Ticket No:
Mix I.D. No.: 2328
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4.8
Concrete Temperature, o F: 82
Ambient Temperature~ o F: 80
Plastic Unit Weight, pcf: 145.0
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
8 I 6.00 28.27
8 2 6.00 28.27
8 3 6.00 28.27
8 4 6.00 28.27
Sample Information
Sample Time: 2:30pm Date Cast: May 22, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 1200
Placement Method: Direct Discharge
Sample Locations: Sta. 21+00
Placement Location: See page 1
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs} (psi)
05/29/2002 7 106,330 3,760
05/29/2002 7 107,000 3,780
Average 3,770
06/19/2002 28 114,700 4,060
06/19/2002 28 114,480 4,050
Average 4,060
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 la exclusively for the use of the client
indicated above and shall no~ be reproduced except in full without the written approval of Terrecon. 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 10 .~w~r~,
CONCRETE COMPRESSIVE STRENGTH TEST
.Report Number: 94021061.0041
Service Date: May 22, 2002
Client: Transwestem Commemial serVices
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
RepOrt Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: Plant: On-Site
Supplier:. GTI
Track No: Ticket No:
Mix I.D. No.: 2328
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 5.0
Concrete Temperature, o F: 75
Ambient Temperature, o F: 82
Plastic Unit Weight, pcf: 145.6
Laboratory Test Data
Sample Information
Sample Time: 3:30pm Date Cast: May 22, 2002
Technician: MarVin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 1350
Placement Method: Direct Discharge
Sample Locations: Sta. 22+60
Placement Location: See page 1
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
9 1 6.00 28.27 05~29/2002 7
9 2 6.00 28.27 05/29/2002 7
9 3 6.00 28.27 06/19/2002
9 4 6.00 28.27 06/19/2002
Maximum Compressive
Load Strength
Ohs) ,(psi)
98,470 3,480
105,020 3,710
Average 3,600
28 121,990 4,310
28 121,120 4,280
Average 4,300
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 mathods. This report is exclusively for the use of the client
indicated above and shall no~ be reproduced excepl in full without the written approval of Terracon. 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 9 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
~,eport Number: 94021061.0041
Service Date: May 22, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Fmc/., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: Plant: On-Site
Supplier:. GTI
Truck No: Ticket No:
Mix I.D. No.: 2328
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 4.9
Concrete Temperature,° F: 81
Ambient Temperature, o F: 83
Plastic Unit Weight, pcf: 146.0
Laboratory Test Data
set Specimen
No. ID
10 1
10 2
Sample Information
Sample Time: 4:55pm Date Cast: May 22, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 1500
Placement Method: Direct Discharge
Sample Locations: Sta. 24+40
Placement Location: See page 1
10 3
10 4
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (~ Tested (days) (lbs) (psi)
6.00 28.27 05/29/2002 7 104,840 3,710
6.00 28.27 05/29/2002 7 107,530 3,800
Average 3,760
6.00 28.27 06/19/2002 28 125,210 4,430
6.00 28.27 06/19/2002 28 127,820 4,520
Average 4,480
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Reporl Distribution:
(1) Transwestern Commercial Sen/ices
(1) Glenn Thurman Inc
(1) Halff Associates
(1) CH of Coppell - Engineering
(1) City of Coppell- Bldg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by:
HBC Engine~
Eugene Harbour
Principal
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 approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prope~tiee of other apparently similar or identical
materials.
Page 10 of 10 o~.,~o~.~