Amberpoint BP-LR020604CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0269
Service Date: May 7, 2002
8901 Carpenter FnNy., 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: June 04, 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: 5:47am Plant: 16
Supplier: Potter
Truck No: 107
Mix I.D. No.: 9337
Ticket No: 613605
Sample Information
sample Time: 6:20am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 60
Placement Method: Pump
Sample Locations: Panel 75
Placement Location: Panels 53-77 (95A-C) 96
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.50 ASTM C-143
Air Content, %: 1.7 ASTM C-231
Concrete Temperature,° F: 83 ASTM C1064
Ambient Temperature, o F: 75 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)
I 1 6.00 28.27 05/10/2002 3 91,870 3,250
1 2 6.00 28.27 05/14/2002 7 108,890 3,850
I 3 6.00 28.27 05/14/2002 7 115,330 4,080
Average 3,970
1 4 6.00 28.27 06/04/2002 28 144,960 5,130
1 5 6.00 28.27 06/04/2002 28 146,980 5,200
Average 5,170
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 excl~ for Ihe usa of the ~
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 1 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0269
Service Date: May 7, 2002
8901 Carpenter Frwy., 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: June 04, 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: 6:57am Plant: 16
Supplier: Potter
Truck No: 108
Mix I.D. No.: 9337
Ticket No: 613616
Sample Information
Sample Time: 7:10am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 1703
Placement Method: Pump
Sample Locations: Panel 71
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, o F: 80 ASTM C1064
Ambient Temperature, o F: 75 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)
2 I 6.00 28.27 05/10~2002 3 93,960 3,320
2 2 6.00 28.27 05/14/2002 7 107,190 3,790
2 3 6.00 28.27 05/14/2002 7 105,040 3,710
Average 3,750
2 4 6.00 28.27 06/04/2002 28 142,300 5,030
2 5 6.00 28.27 06/04/2002 28 140,180 4,960
Average 5,000
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the ~
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 2 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0269
Service Date: May 7, 2002
8901 Carpenter Frwy., 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: June 04, 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: 7:03am Plant: 16
Supplier: Potter
Truck No: 104
Mix I.D. No.: 9337
Field Test Data
Test
Result
Slump, inches: 6.00
Air Content, %: 1.9
Concrete Temperature,o F: 82
Ambient Temperature, o F: 76
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
3 3 6.00 28.27
3 4 6.00 28.27
3 5 6.00 28.27
Ticket No: 613622
Sample Information
Sample Time: 8:00am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 230
Placement Method: Pump
Sample Locations: Panel 68
Placement Location: See page I
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C- 1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
05/10/2002 3 77,200 2,730
05/14/2002 7 93,500 3,310
05/14/2002 7 99,570 3,520
Average 3,420
06/04/2002 28 125,160 4,430
06/04/2002 28 129,170 4,570
Average 4,500
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, AAS~TO, or DOT test methods. This report is exclusively for the use of the clienl
indicated above and shall not bo reproduced except in full without the written approval of Terracon. Test results transmitted herein are only aPlflicable
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 3 of 7 ~w,.,,-,~.. K~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0269
Service Date: May 7, 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: June 04, 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: 105
Mix I.D. No.: 9337
Field Test Data
Test
Ticket No: 613633
Sample Information
sample Time: 8:40am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 230
Placement Method: Pump
Sample Locations: Panel 96
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.50 ASTM C-143
Air Content, %: 1.4 ASTM C-231
Concrete Temperature, o F: 80 ASTM C1064
Ambient Temperature, o F: 81 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Stren~h
No. ID (inches) (sq. inches) Tested (days) (lbs) (PS0
4 I 6.00 28.27 05/10/2002 3 84,250 2,980
4 2 6.00 28.27 05/14/2002 7 103,580 3,660
4 3 6.00 28.27 05/14/2002 7 104,070 3,680
Average 3,670
4 4 6.00 28.27 06/04/2002 28 139,520 4,930
4 5 6.00 28.27 06/04/2002 28 135,980 4,810
Average 4,870
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 cr~ent
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only
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 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0269
Service Date: May 7, 2002
8901 Carpenter Frwy., 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: June 04, 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: 8:41am
Supplier: Potter
Truck No: 111
Mix I.D. No.: 9337
Plant: 16
Field Test Data
Test
Ticket No: 613641
Sample Information
sample Time: 10:10am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 420
Placement Method: Pump
Sample Locations: Panel 60
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 6.50 ASTM C-143
Air Content, %: 1.7 ASTM C-231
Concrete Temperature,o F: 89 ASTM C1064
Ambient Temperature, o F: 88 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)
5 1 6.00 28.27 05/10/2002 3 79,280 2,800
5 2 6.00 28.27 05/14/2002 7 99,300 3,510
5 3 6.00 28.27 05/14/2002 7 108,540 3,840
Average 3,680
5 4 6.00 28.27 0610412002 28 133,100 4,710
5 5 6.00 28.27 06/04/2002 28 129,110 4,570
Average 4,640
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 ~
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 propedies of other apparently similar or identical
materials.
Page 5 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0269
Service Date: May 7, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
Report Date: June 04, 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: 9:22am Plant: 16
Supplier: Potter
Truck No: 107
Mix I.D. No.: 9337
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 613648
Sample Information
Sample Time: 11:12am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 520
Placement Method: Pump
Sample Locations: Panel 56
Placement Location: See page I
Result · Specification Test Method
ASTM C-143
1.3 ASTM C-231
84 ASTM C1064
88 ASTM C-1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
6 1 6.00 28.27 05/10/2002 3 88,440 3,130
6 2 6.00 28.27 05/14/2002 7 96,720 3,420
6 3 6.00 28.27 05/14/2002 7 103,400 3,660
Average 3,540
6 4 6.00 28.27 06/04/2002 28 130,620 4,620
6 5 6.00 28.27 06/04/2002 28 134,110 4,740
Average 4,680
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 6 of 7 o~_Lw~o~.~.,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0269
Service Date: May 7, 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: June 04, 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: 10:45am Plant: 16
Supplier: Potter
Truck No: 108
Mix I.D. No.: 9337
Field Test Data
Test
Ticket No: 618656
Sample Information
Sample Time: 12:25pm Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 600
Placement Method: Pump
Sample Locations: Panel 63
Placement Location: See page I
Result Specification Test Method
Slump, inches: 5.00 ASTM C-143
Air Content, %: 1.4 ASTM C-231
Concrete Temperature, o F: 85 ASTM Cl 064
Ambient Temperature, o F: 90 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) (SCl. inches) Tested (days) (lbs) (psi)
7 I 6.00 28.27 05110/2002 3 77,340 2,730
7 2 6.00 28.27 05/14/2002 7 92,100 3,260
7 3 6.00 28.27 05/14/2002 7 88,180 3,120
Average 3,190
7 4 6.00 28.27 06104/2002 28 118,300 4,180
7 5 6.00 28.27 06/04/2002 28 115,270 4,080
Average 4,130
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) Transwestern Commercial 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 Enginee~
Eugene Harbour
P~cipal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fa' 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 apprmabie
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 7