Wynnpage Plaza-LR021125CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021373.0013
Service Date: November 14, 2002
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Pacific Builders Inc
Attn: Charles Coleman
3360 Wiley Post Rd Ste 100
Carrollton TX 75006
Report Date: November 25, 2002
Project: Wynnpage
255 Denton Tap
Coppell, TX
Project Number: 94021373
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 9:40am
Supplier: Hanson
Truck No: 836
Mix I.D. No.: 9351
Plant: 74
Ticket No: 211143
Sample Information
Sample Time: 10:20am Date Cast: November 14, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method:
Sample Locations: See placement location
Placement Location: Sidewalk
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
4.75 ASTM C-143
4.5 ASTM C-231
61 ASTM C1064
60 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 I 6.00 28.27 11/21/2002 7 81,450 2,880
I 2 6.00 28.27 11/21/2002 7 82,060 2,900
Average 2,890
1 3 12/12/2002 28
I 4 12/12/2002 28
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution:
(1) Pacific Builders Inc
(1) City of Coppell Engineering
Reviewed by:
HBCfTerracon
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 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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