Northpoint Dr-LR020508CONCRETE COMPRESSIVE STRENGTH TEST ~ o~,k,~,~.
Report Number: 94021061.0032 8901 carpenter Fnvy., Suite #100
Service Date: April 22, 2002 Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services Report~
Attn: Jim Gaspard Proje~___,,~oint Drive &
5001 Spring Valley Rd Suite 600W '--'A'~sociated Utilities
Dallas TX 75244 Coppell, Texas
Project Number: 94021061
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: N/A
Supplier: LMC
Truck No: N/A
Mix I.D. No.: 38
Plant: N/A
Ticket No: N/A
Sample Information
Sample Time: N/A Date Cast:April 22, 2002
Technician: Contractor Made
Weather Conditions: N/A
Accumulative Yards: N/A
Placement Method: N/A
Sample Locations: See placement location
Placement Location: Headwall- S side retention
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Result Specification Test Method
N/A N/A ASTM C-143
N/A
N/A ASTM C1064
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)
6.00 28.27 04/29/2002 / 80,390 2,840
I
1
1 2 6.00 28.27 04/29/2002~ 91,490 3,240
Average
28
28
I 3 05/20/2002
I 4 05~2012002
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast.compressive
strength samples.
Technician: Contractor Made ~;l~ i[~'/~'~~~
HBC Engine
Report Distribution: Hi~U~r
(I) Transwsstern Commercial Sen/ices (1) City of Coppell - Bldg Insp
(1) Glenn Thurman Inc (1) State Farm Insurance Reviewed by:
(1) Halff Associates (1) Moss Construction Eugene
(1) City of Coppell - Engineering Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for tho 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
t~ the actual samples tested st the location(s) referenced and are not necessarily indicative of tho p~'operties of other apparently simiisr or identical
materials. Page 1 of 1 o,~w~0~.=.....,