Deforest Court-LR020516CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021129.0005
Service Date: Apd116, 2002
Client: The Holmes Builders
Attn: Dennis Ward
1406 Halsey Way Suite 100
Carrollton TX 75007
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ENGINF. Iil)J'NG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
,630-1010
Material Information
Specified Strength: 3000 psi (~ 28 Days
Sample Time: 4:20pm Date Cast: April 16, 2002
Technician: Phil Green
Batch Time: 3:25pm Plant: 1 Weather Conditions: Cloudy, warm
Supplier: Redi-Mix Accumulative Yards: 17.5
Truck No: 230 Ticket No: 17239 Placement Method: Crane & Bucket
Mix I.D. No.: 914 Sample Locations: Pier #1
Water Added Onsite Before Test: 10 Gallons Placement Location: Pies
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.00 ASTM C-143
Air Content, %: 2.0 ASTM C-231
Concrete Temperature,o F: 84 ASTM C1064
Ambient Temperature, o F: 84 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)
I I 6.00 28.27 04/23/2002 7 79,99{~ 2,830
1 2 6.00 28.27 04/23/2002 7 74,150 2,620
Average 2,730
1 3 6.00 28.27 05/14/2002 28 114,910 4,060
1 4 6.00 28.27 05/14/2002 28 116,520 4,120
Average 4,090
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Phil Green ~d~O '/ ,~ . .
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Report Distribution: e
(1) The Holmes Builders ~
(1) City of Coppell - Constr Insp Reviewed by:
(1) City of Coppell- Bldg Insp Hussein H. Abusaad, P.E.
Senior Project Manager
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 ars only applicable
to the actual samples tested at the location(s) referenced and are not neceesarily indicative of the properties of other apparently similar or identical
materials.
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