Freeport NIP(2.2)-LR011029 CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Report Number: 94011204.0036 Dallas, Texas ?5247
Service Date: September 28, 2001 (214) 63O-lOlO
Client: TNA North American, Inc. Report Date: October 29, 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: 11:00am Date Cast: September 28, 2001
Technician: A. Bulent Ethem, P.G.
Batch Time: 9:13am Plant: 41 Weather Conditions: Clear
Supplier: TXI
Truck No: 835 Ticket No: 2989451 Placement Method: Direct Discharge
Mix I.D. No.: 9506 Sample Locations: Pier B/2.0
Placement Location: Piers B/2, B/3, B/4 and half of B/5.0
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.50 5-7 ASTM C-143
Air Content, %:
Concrete Temperature, o F: ASTM C1064
Ambient Temperature, o F: 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 10/05/2001 7 108,470 3,840
1 2 6.00 28.27 10/26/2001 28 135,900 4,810
1 3 6.00 28.27 10/26/2001 28 134,840 4,770
Average 4,790
1 4 Hold
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: A. Bulent Ethem, P.G. ~~
Report Distribution: ~./~~' ' Inc.
(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 Eric J. Cleveland, P.E.
(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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CONCRETE COMPRESSIVE STRENGTH TEST J--j~j~ ?divi.~,..o~.~
EN(]INE~RI~K], INC.
8g01 Carpenter Frwy., Suite #100
Report Number: 94011204.0046 Dallas, Texas 75247
Service Date: October 19, 2001 (214) 63O-lOlO
Client: TNA North American, Inc. Report Date: October 29, 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: 2:41pm Date Cast: October 19, 2001
Technician: Arley McCullar
Batch Time: 1:52pm Plant: 41 Weather Conditions: clear
Supplier: TXI Accumulative Yards: 40
Truck No: 451 Ticket No: 3005004 Placement Method:
Mix I.D. No.: 9505 Sample Locations: Grade beams @ SW corner of bldg.
Placement Location: Grade beams- C/6 to C/7 to D/7 to D/6
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 2-5 ASTM C-143
Air Content, %: N/A
Concrete Temperature, o F: 80 ASTM C1064
Ambient Temperature, o F: 82 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 10/26/2001 7 84,810 3,000
1 2 6.00 28.27 10/26/2001 7 88,200 3,120
Average 3,060
1 3 11/16/2001 28
I 4 11/16/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Arley McCullar ~ ~ ~ ~*~ /c
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 Eric J. Cleveland, P.E.
(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 bo 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.
Page 1 of I o,~w~..