Amberpoint BP 2-LR021213CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94021380.0088
Service Date: November 14, 2002
'Irerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: December 13, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 7:54am Plant: 2
Supplier: Potter Concrete
Truck No: 116
Mix I.D. No.: 9337
Ticket No: 111763
Sample Information
sample Time: 8:40am Date Cast: November 14, 2002
Technician: Bradford T. Rengstorff
Weather Conditions: Clear
Accumulative Yards: 12
Placement Method: Direct Discharge
Sample Locations: Pier H/2
Placement Location: See Report #94021380.0087 for placement
information
Field Test Data
Test
Result Specification Test Method
Slump, inches: 5.50 5-7 ASTM C-143
Air Content, %: 1.5 N/A ASTM C-231
Concrete Temperature, o F: 69 ASTM C1064
Ambient Temperature, o F: 58 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)
1 1 6.00 28.27 11/21/2002 7 122,160 4,320
1 2 6.00 28.27 11/21/2002 7 122,910 4,350
Average 4,340
1 3 6.00 28.27 12/12/2002 28 152,160 5,380
1 4 6.00 28.27 12/12/2002 28 155,060 5,480
Average 5,430
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 1 of 2 O,-LLW~O~
CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94021380.0088
Service Date: November 14, 2002
'lrerracan
8901 Carpenter Finny, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: December 13, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: Plant: 2
Supplier: Potter Concrete
Truck No: 0
Mix I.D. No.: 9337
Ticket No: 290144
Sample Information
sample Time: 2:45pm Date Cast: November 14, 2002
Technician: Bradford T. Rengstorff
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier D/2
Placement Location: See page 1
Field Test Data
Test
Result Specification Test Method
Slump, inches: 5.25 5-7 ASTM C-143
Air Content, %: 1.75 N/A ASTM C-231
Concrete Temperature,° F: 74 ASTM C1064
Ambient Temperature, o F: 69 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 1 6.00 28.27 11/21/2002 7 129,660 4,590
2 2 6.00 28.27 11/21/2002 7 125,610 4,440
Average 4,520
2 3 6.00 28.27 12/12/2002 28 159,230 5,630
2 4 6.00 28.27 12/12/2002 28 151,480 5,360
Average 5,500
Services - Obtain samples of fresh concrete at the placement locations, per[orm required field tests and cast compressive
strength samples.
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStruct ures
(1) City of Coppell - B~dg Insp
(1) City of Coppell - Constr Insp
(1) Slate Farm Insurance
(1) HBC Engineering
Reviewed by:
Principal
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 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 2 0~-LLw~e,