Wynnpage Plaza-LR021210CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021373.0011
Service Date: November 11, 2002
Client: Pacific Builders Inc
Attn: Charles Coleman
3360 Wiley Post Rd Ste 100
Carrollton TX 75006
Report Date:
Project: Wynnpage
255 Denton Tap
Coppell, TX
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
December 10, 2002
Project Number: 94021373
Material Information
Specified Strength: 3600 psi (~ 28 Days
Batch Time: 9:25am
Supplier: Hanson
Truck No: 924
Mix I.D. No.: 9351
Plant: 27
Ticket No: 290011
Sample Information
Sample Time: 10:00am Date Cast: November 11, 2002
Technician: Barry M. Cuble
Weather Conditions: Sunny, mild
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: 10' S of N curb, 10' E of W curb, W side
Placement Location: Paving: W & E parking
Field Test Data
Test
Result Specification Test Method
Slump, inches: 3.75 3-5 ASTM C-143
Ai'r Content, %: 8.5 3-6 ASTM C-231
Concrete Temperature,° F: 70 ASTM C1064
Ambient Temperature, o F: 57 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 11/18/2002 7 93,000
1 2 6.00 28.27 11/18/2002 7 92,830
Average
1 3 6.00 28.27 12/09/2002 28 115,430
1 4 6.00 28.27 12/09/2002 28 119,240
Average
Maximum Compressive
Load Strength
(lbs) (psi)
3,290
3,280
3,290
4,080
4,220
4,150
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Barry M. Cuble
Repod Distribution:
(1) Pacific Builders Inc
(1) City of Coppel[ Engineering
Reviewed by:
HBCFFerracon
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 prepedies of other apparently similar or identical
materials.
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