Northpoint Dr-LR020409CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0015
Service Date: March 26, 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: April 09, 2002
Project: Nodhpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
Material Information
Specified Strength:
Batch Time: N/A
Supplier: N/A
Truck No: N/A
Mix I.D. No.: N/A
Plant: N/A
Field Test Data
Test
Ticket No: N/A
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: N/A Date Cast: March 12, 2002
Technician: Contractor Made
Weather Conditions: N/A
Placement Method: N/A
Sample Locations: MH Sta. 7+26.58 Line C
Placement Location: Sanitary Sewer
Result Specification Test Method
N/A N/A ASTM C-143
N/A N/A
N/A ASTM Cl 064
N/A ASTM C-1064
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 03/27/2002 15 129,810 4,590
1 2 6.00 28.27 03/27/2002 15 135,110 4,780
Average 4,690
1 3 6.00 28.27 04/09/2002 28 144,040 5,090
1 4 6.00 28.27 04/09/2002 28 143,960 5,090
Average 5,090
Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod is exclusively for the use of the cliertt
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, tLw~01F~re Kroy
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0015
Service Date: March 26, 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: April 09, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
Material Information
Specified Strength:
Batch Time: N/A
Supplier: N/A
Truck No: N/A
Mix I.D. No.: N/A
Plant: N/A
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
N/A
N/A
N/A
N/A
Ticket No: N/A
Sample Information
Sample Time: N/A Date Cast: March 12, 2002
Technician: Contractor Made
Weather Conditions: N/A
Accumulative Yards: N/A
Placement Method: N/A
Sample Locations: N/A
Placement Location: See page 1
Specification Test Method
N/A ASTM C-143
N/A
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 03/27/2002
2 2 6.00 28.27 03/27/2002
2 3 6.00 28.27 04/09/2002
2 4 6.00 28.27 04/09/2002
Age at
Test
(days)
Maximum Compressive
Load Strength
(lbs) (psi)
15 128,530 4,550
15 125,740 4,450
Average 4,500
28 141,520 5,000
28 146,370 5,180
Average 5,090
Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Technician: Brad Rengstorrf
Report Distribution:
(1) Transwestern Commercial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) City of Coppell - Engineering
(1) City of Coppell - Bldg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by:
HBC E~i~
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 propedies of other apparently similar or identical
materials.
Page 2 of 2 Ol'LL*~I F~' KeY