Amberpoint BP-LR020517CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0224
Service Date: April 18, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 63o-lolo
Report Date: May 17, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 1:27pm
Supplier: Potter
Truck No: 110
Mix I.D. No.: 9349
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 1.6
Concrete Temperature, o F: 91
Ambient Temperature, o F: 81
Plastic Unit Weight, pcf:
Laborator~ Test Data
Ticket No: 613015
Sample Information
Sample Time: 2:10pm Date Cast: April 18, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: A.1, 7.5
Placement Location: Slab Lines A-C, 3-7.5
Specification
Test Method
ASTM C-143
ASTM C-231
^STM 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)
I 1 6.00 28.27 04/2512002 7 126,940 4,490
1 2 6.00 28.27 04~25~2002 7 130,440 4,610
Average 4,550
I 3 6.00 28.27 05/16/2002 28 150,360 5,320
1 4 6.00 28.27 05/16/2002 28 150,800 5,330
Average_ 5,330
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 Torrecon. 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 5 o~u.w~,.,Kw
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0224
Service Date: April 18, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 17, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi {~ 28 Days
Batch Time: 2:52pm
Supplier: Potter
Truck No: 116
Mix I.D. No.: 9349
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 1.4
Concrete Temperature, o F: 82
Ambient Temperature, o F: 91
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 613026
Sample Information
Sample Time: 3:15pm Date Cast: April 18, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 120
Placement Method: Pump
Sample Locations: A.2, 6.8
Placement Location: See page 1
Specification Test Method
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 04/25/2002
2 2 6.00 28.27 04/25/2002
2 3 6.00 28.27 05/16/2002
2 4 6.00 28~27 05116/2002
ASTM C-143
ASTM C-231
ASTM Cl 064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (PS0
7 133,570 4,720
7 127,160 4,500
Average 4,610
28 155,520 5,500
28 152,950 5,410
Average _ 5,460
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 repod is exclusively for the use of the client
indicated above and shall not be reproduced except in full witho~Jt 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 5
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0224
Service Date: April 18, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fn~., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 17, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. <~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 4:01am
Supplier. Potter
Truck No: 116
Mix I.D. No.: 9349
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.75
Air Content, %: 1.3
Concrete Temperature, o F: 85
Ambient Temperature, o F: 92
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 I 6.00 28.27
3 2 6.00 28.27
3 3 6.00 28.27
3 4 6.00 28.27
Ticket No: 613039
Sample Information
Sample Time: 4:01am Date Cast:April 18, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 250
Placement Method: Pump
Sample Locations: 5.7, A.9
Placement Location: See page 1
Specification Test Method
ASTM C-143
ASTM C-231
ASTM Cl 064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/25/2002 7 127,000 4,490
04/25/2002 7 135,920 4,810
Average 4,650
05/16~2002 28 147,060 5,200
05/16/2002 28 153,740 5,440
Average- 5,320
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 trensmilted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of oilier apparently similar or identical
materials.
Page 3 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0224
Service Date: Apd118, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fm/y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 17, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 4:39pm
Supplier: Potter
Truck No: 114
Mix I.D. No.: 9349
Plant: 16
Field Test Data
Test
Result
Slump, inches: 6.00
Air Content, %: 1.5
Concrete Temperature,o F: 85
Ambient Temperature, o F: 90
Plastic Unit Weight, pcf:
Laborator~ Test Data
Ticket No: 613047
Sample Information
Sample Time: 5:00pm Date Cast: April 18, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 330
Placement Method: Pump
Sample Locations: B.4, 4.8
Placement Location: See page 1
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
4 I 6.00 28.27 04/25/2002 7
4 2 6.00 28.27 04/25/2002 7
4 3 6.00 28.27 05/16/2002
4 4 6.00 28.27 05/16/2002
Maximum Compressive
Load Strength
(lbs) (psi)
124,230 4,390
120,510 4,260
Average 4,330
28 147,910 5~230
28 141,220 4,990
Average- 5,110
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 usa of the client
indicated above and shall not be reproduced except in full without the written approval of Terracoa. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not neceesaHly indicative of the properties of other apparently siroilar or identical
roatedals.
Page 4 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0224 ,
Service Date: April 18, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 17, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 5:20pm
Supplier: Potter
Truck No: 110
Mix I.D. No.: 9349
Plant: 16
Ticket No: 613055
Sample Information
Sample Time: 5:45pm Date Cast:April 18, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 410
Placement Method: Pump
Sample Locations: B.1, 3.6
Placement Location: See page I
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.25 ASTM C-143
Air Content, %: 1.6 ASTM C-231
Concrete Temperature,o F: 84 ASTM C1064
· Ambient Temperature, o F: 89 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 04/25/2002 7 126,350 4,470
5 2 6.00 28.27 04/25/2002 7 128,930 4,560
Average 4,520
5 3 6.00 28.27 05/16/2002 28 155,680 5,510
5 4 6.00 28.27 05/16/2002 28 156,930 5,550
Average_ 5,530
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'Brlen & Associates Inc
(1) TechnIStruotures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinsen Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed bY:
HBC Engin~
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclueively for the use of the c~lent
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only appllcah~e
to the acflJal 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 5