Northpoint Dr-LR020408CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0013
Service Date: March 26, 2002
Client: Transwestern Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: April 08, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
ENGINE~I~ING
8901 Carpenter F~¥., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength:
Batch Time: N/A
Supplier: N/A
Truck No: N/A
Mix i.D. No.: N/A
Plant: N/A
Ticket No: N/A
Sample Information
sample Time: N/A Date Cast: March 8, 2002
Technician: Contractor Made
Weather Conditions: N/A
Accumulative Yards: N/A
Placement Method: N/A
Sample Locations: MH Sta. 0+00, Line C
Placement Location: Sanitary Sewer
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
N/A
N/A
N/A
N/A
Specification
N/A
N/A
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 03/27/2002
I 2 6.00 28.27 03/27/2002
I 3 6.00 28.27 04/05/2002
I 4 6.00 28.27 04/05/2002
Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
19 125,710 4,450
19 126,160 4,460
Average 4,460
28 139,860 4,950
28 135,800 4,800
Average 4,880
Services - Pick up test cy inders 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 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 apparentty similar or identical
materials. Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0013
Service Date: March 26, 2002
ENGINEERING
8901 Carpenter Fn~y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd Suite 600W
Dallas TX 75244
Report Date: April 08, 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
Ticket No: N/A
Sample Information
Sample Time: N/A Date Cast: March 8, 2002
Technician: Contractor Made
Weather Conditions: N/A
Accumulative Yards: N/A
Placement Method: N/A
Sample Locations: MH Sta. 0+69.17 Line C
Placement Location: See page 1
Result Specification Test Method
Slump, inches: N/A N/A ASTM C-143
Air Content, %: N/A N/A
Concrete Temperature,° F: N/A ASTM C1064
Ambient Temperature, o F: N/A 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 03/27/2002 19 132,270 4,680
2 2 6.00 28.27 03/27/2002 19 121,570 4,300
Average 4,490
2 3 6.00 28.27 04/05/2002 28 136,860 4,840
2 4 6.00 28.27 04/05/2002 28 135,480 4,790
Average 4,820
Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Technician: Brad Rengstorrf
Report Distribution:
(1) Transwestem 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 En~g
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 furl 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~_Lw,.0~