Amberpoint BP-LR020501CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0237
Service Date: April 23, 2002
E. NGINFJ~ I)JNG
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: May 01,2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 12:09pm
Supplier: Potter
Truck No: 102
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 613327
Sample Information
Sample Time: 12:21 pm Date Cast:April 23, 2002
Technician: Gerry Graham
Weather Conditions: Fair, partly cloudy
Accumulative Yards: 360
Placement Method: Direct Discharge
Sample Locations: Pier G.6/1
Placement Location: Piers
Result Specification Test Method
5.50 5-7 ASTM C-143
N/A
84 ASTM C1064
80 ASTM C-1064
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 04/30/2002 7 99,820 3,530
1 2 6.00 28.27 04/30/2002 7 98,710 3,490
Average 3,510
1 3 05/21/2002 28
I 4 05/21/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
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 E~
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.
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CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0173
Service Date: April 2, 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 01,2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 8:25am Plant: 16
Supplier: Potter Concrete
Truck No: 113
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
Result
6.50
67
64
Ticket No: 612491
Sample Information
Sample Time: 8:42am Date Cast: April 2, 2002
Technician: Gerry Graham
Weather Conditions: Fair, cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: D/7-G/7 = 4
Placement Location: Pier
Specification Test Method
5-7 ASTM C-143
N/A
ASTM C 1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID . (inches) (sq. inches) Tested
1 1 6100 28.27 04/09/2002
1 2 6.00 28.27 04/09/2002
I 3 6.00 28.27 04/30/2002
1 4 6.00 28.27 04/30/2002
Age at
Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 126,140 4,460
7 122,060 4,320
Average 4,390
28 154,940 5,480
28 156,190 5,520
Average 5,500
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Btien & 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 Engi~
Eugene~"a~bour
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 wr'~en 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 1 °' LLW~01F~ur~KeY