Deforest Court-LR020513CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021148.0012
Service Date: May 2, 2002
Client: The Holmes Builders
Attn: Jon DostertJDean Trudell
1406 Halsey Way Suite 100
Carrollton TX 75007
Materfal Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 9:30am Plant: 91
Supplier: Redi-Mix
Truck No: 221 Ticket No: 156884
Mix I.D. No.: 914MR
Carpenter Frwy., Suite #100
Texas 75247
May 13, 2002
616 DeForest Court
Single Family Home
Coppell, Texas
Sample Information
Sample Time: 10:45am Date Cast: May 2, 2002
Technician: Steve Campbell
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier #43
Placement Location: Pier 40, 41, 43
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result Specification Test Method
5.50 5-7 ASTM C-143
None
80 ASTM C1064
69 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) .(sq. inches) Tested
1 1 6.00 28.27 05/09/2002 7 60,340 2,130
1 2 6.00 28.27 05/09/2002 7 61,500 2,170
Average 2,150
1 3 05/30/2002 28
I 4 . 05~30/2002 28
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
Services - Obtain samples of fresh concrete at the placement locations, per[otto required field tests and cast compressive
strength sample~/~ ~./~.~~
Technician: Steve Campbell
Report Distribution:
(1) The Holmes Builders
(1) City of Coppell - Constr Insp
(1) city of coppei~ - e~dg ~nsp
Reviewed by: ~ineering
Husae~n H. Abusaad, P.E.
Senior Project Managor
The tests were performed in general accordance with applicaMe ASTM, AASHTO, or DOT test methods. This report is e~clualvely for the use of the client
indicated above and shall not be reproduced excep{ 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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