Freeport NIP(2.2)-LR011219CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011204.0070
8901 Carpenter Frwy., Suite #100
Service Date: November 19, 2001 Dallas, Texas 75247
(214) 630-1010
Client: TNA North American, Inc. Report Date: December 19, 2001
Attn: Terry Raley Project: Sales Office & Warehouse Fac.
1321 Valwood Parkway, Suite 440 Coppell, Texas
Carrollton TX 75006
Project Number: 94011204
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Sample Time: 12:30pm Date Cast: November 19, 2001
Technician: Jason Kale
Batch Time: 11:12am Plant: 31 Weather Conditions: Cloudy, windy
Supplier: TXI Accumulative Yards: 10
Truck No: 139 Ticket No: 3027168 Placement Method: Direct Discharge
Mix I.D. No.: 8273 Sample Locations: See attached sketch
Water Added Onsite Before Test: 5 Gallons Placement Location: Paving
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.25 3-5 ASTM C-143
Air Content, %: 5.0 3-6 ASTM C-231
Concrete Temperature,o F: 71 ASTM C1064
Ambient Temperature, o F: 54 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)
1 1 6.00 28.27 11/26/2001 7 89,270 3,160
1 2 6.00 28.27 11/26/2001 7 87,920 3,110
Average 3,140
1 3 6.00 28.27 12/17/2001 28 120,230 4,250
1 4 6.00 28.27 12/17/2001 28 119,790 4,240
Average t~t 4,250
Services - Obtain samples of fresh concrete at the placement locations, perform required field s and cast e
strength samples.
Report Distribution:
(1) TNA North American, Inc. (1) FACServices Inc
(1) Carrell Poole & Yost Architecture (1) David Kent Reviewed by:
(1) R L Goodson Consulting Engineers (1) City of Coppell - Bldg Insp '
(1) Pacific Builders Inc (1) City of Coppell - Constr Insp Senior Project Engineer
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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