Amberpoint BP-LR020507CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0248
Service Date: Apdl 26, 2002
L~NC~N~ I~NG
8901 Carpenter Fi'wy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 8:00am Plant: 16
Supplier: Potter
Truck No: 103
Mix I.D. No.: 9337
Ticket No: 613409
Sample Information
sample Time: 8:25am Date Cast:April 26, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 100
Placement Method: Pump
Sample Locations: Panel #6
Placement Location: See page 1
Field Test Data
Test Result Specification
Slump, inches: 5.50
Air Content, %: 1.6
Concrete Temperature,o F: 76
Ambient Temperature, o F: 56
Plastic Unit Weight, pcf:
Laboratory Test Data
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 1 6.00 28.27 05/03/2002 7 127,130 4,500
2 2 6.00 28.27 05/03/2002 7 128,570 4,550
Average 4,530
2 3 05/24/2002 28
2 4 05124/2002 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 approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 6 o~ ,~'~.'<,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0248
Service Date: April 26, 2002
8901 Carpenter Frwy,, Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 8:54am Plant: 16
Supplier: Potter
Truck No: 105
Mix I.D. No.: 9337
Ticket No: 613421
Sample Information
Sample Time: 9:30am Date Cast: April 26, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 210
Placement Method: Pump
Sample Locations: Panel #15
Placement Location: See page 1
Field Test Data
Test
Result Specification Test Method
Slump, inches: 5.75 ASTM C-143
Air Content, %: 1.5 ASTM C-231
Concrete Temperature,° F: 70 ASTM C1064
Ambient Temperature, o F: ASTM C-1064
PLastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
3 1 6.00 28.27 05/03/2002 7 122,820 4,340
3 2 6.00 28.27 05/03/2002 7 120,580 4,260
Average 4,300
3 3 05/24/2002 28
3 4 05/24/2002 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 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 3 of 6 ~,~,~,.K.y
.. CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0248
Service Date: April 26, 2002
ENC~INEEI~ING
8901 Carpenter Fm/y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 9:56am Plant: 16
Supplier: Potter
Truck No: 105
Mix I.D. No.: 9337
Ticket No: 613430
Sample Information
Sample Time: 10:45am Date Cast: April 26, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 300
Placement Method: Pump
Sample Locations: Panel#19
Placement Location: See page 1
Field Test Data
Test
Result Specification Test Method
Slump, inches: 5.00 ASTM C-143
Air Content, %: 1.8 ASTM C-231
Concrete Temperature,° F: 74 ASTM C1064
Ambient Temperature, o F: 62 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
4 1 6.00 28.27 05/03/2002 7 135,420 4,790
4 2 6.00 28.27 05/03/2002 7 137,630 4,870
Average 4,830
4 3 05/24/2002 28
4 4 05/24/2002 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 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 4 of 6 o~.ss~.~.o.w
., CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0248
Service Date: April 26, 2002
8901 Carpenter Frwy., Suite #1 (30
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 11:37am
Sapplier: Potter
Truck No: 102
Mix I.D. No.: 9337
Plant: 16
Ticket No: 613442
Sample Information
sample Time: 12:20pm Date Cast: April 26, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 400
Placement Method: Pump
Sample Locations: Panel #82
Placement Location: See page 1
Field Test Data
Test
Result Specification Test Method
5.00 ASTM C-143
1.3 ASTM C-231
73 ASTM C1064
62 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
5 I 6.00 28.27 05/03/2002 7 123,660 4,370
5 2 6.00 28.27 05/03/2002 7 125,310 4,430
Average 4,400
5 3 0512412002 28
5 4 05~24/2002 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 approval of Terracon. Test results transmitted herein ara 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
,, CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0248
Service Date: April 26, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 12:41pm
Supplier: Potter
Truck No: 113
Mix I.D. No.: 9337
Plant: 16
Ticket No: 613455
Sample Information
Sample Time: 1:30pm Date Cast: April 26, 2002
Technician: Marvin Arandia
Weather Conditions: Light rain
Accumulative Yards: 530
Placement Method: Pump
Sample Locations: Panel #79
Placement Location: See page 1
Field Test Data
Test
Result Specification Test Method
Slump, inches: 5.00 ASTM C-143
Air Content, %: 1.6 ASTM C-231
Concrete Temperature, o F: 70 ASTM Cl 064
Ambient Temperature, o F: 62 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
6 I 6.00 28.27 05/03/2002 7 127,080 4,490
6 2 6.00 28.27 05/03/2002 7 133,920 4,740
Average 4,620
6 3 .05/24/2002 28
6 4 05/24/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestem Commemial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engineering
Eugene Harbour
Principal
The tests were per/ormed 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 properties of other apparently similar or identical
materials.
Page 6 of 6 0~-~-r~,o