Amberpoint BP-LR020617CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0298
Service Date: June 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 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: 5:29am Plant: 16
Supplier: Potter
Truck No: 105
Mix I.D. No.: 7752
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: 613985
Sample Information
sample Time: 6:00am
Technician: Joey Gordon
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Date Cast: June 7, 2002
Sample location: Paving- 190' W of NE
corner of building & 19' N of N wall
Result Specification Test Method
5.75 4-6 ASTM C-143
4.2 3-6 ASTM C-231
76 ASTM C1064
73 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 06/14/2002 7 93,960 3,320
2 2 6.00 28.27 06/14/2002 7 90,730 3,210
Average 3,270
2 3 07/05/2002 28
2 4 07/05/2002 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 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0298
Service Date: June 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 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: 6:06am Plant: 16
Supplier: Potter
Truck No: 115
Mix I.D. No.: 7752
Ticket No: 613993
Sample Information
Sample Time: 6:45am Date Cast: June 7, 2002
Technician: Joey Gordon
Weather Conditions: Partly cloudy
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Sample location: Paving- 130' E of NW
corner of building & 12' N of N wall
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 4-6 ASTM C-143
Air Content, %: 5.1 3-6 ASTM C-231
Concrete Temperature, o F: 78 ASTM Cl 064
Ambient Temperature, o F: 74 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 06/14/2002 7 96,300 3,410
3 2 6.00 28.27 06/14/2002 7 105,080 3,720
Average 3,570
3 3 07/05/2002 28
3 4 07/05/2002 28
Services - Obtain samples of fresh concrete at the placement locations, pe~orm 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 tl~ 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 4 o,~w~,~..~.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0298
Service Date: June 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 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: 7:29am
Supplier: Potter
Truck No: 112
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.75
Air Content, %:
Concrete Temperature, o F: 77
Ambient Temperature, o F: 73
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 614007
Sample Information
Sample Time: 8:15am Date Cast:June 7, 2002
Technician: Joey Gordon
Weather Conditions: Partly cloudy
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Sample location: Paving: 30' E of NW
corner of building & 16' N of N wall
Specification Test Method
4-6 ASTM C-143
3-6 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)
4 I 6.00 28.27 06/14/2002 7 100,400 3,550
4 2 6.00 28.27 06/14/2002 7 103,480 3,660
Average 3,610
4 3 07/05/2002 28
4 4 07/05/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Joey Gordon
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStruotures 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 Engin~~
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 properties of other apparently similar or identical
materials.
Page 4 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0298
Service Date: June 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 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: 4:50am
Supplier: Potter
Truck No: 108
Mix I.D. No.: 7752
Plant: 16
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: 613979
Sample Information
Sample Time: 5:20am Date Cast:June 7, 2002
Technician: Joey Gordon
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: 140' W of NE corner, 16' N of N wall
Placement Location: Paving- 100' W of NE corner of building to
130' E of NW corner of bldg. from N side of
building to 25' N of N side of building
Result Specification Test Method
5.50 4-6 ASTM C-143
4.2 3-6 ASTM C-231
77 ASTM C1064
73 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 06/14/2002 7 101,560 3,590
1 2 6.00 28.27 06/14/2002 7 99,180 3,510
Average 3,550
1 3 07/05/2002 28
1 4 07/05/2002 28
Age at
Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
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 1 of 4 o,._Lw~o,