Freeport NIP(2.2)-LR011101CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Report Number: 94011204.0042 Dallas, Texas 75247
Service Date: October 3, 2001 (214) 63O-lOlO
Client: TNA North American, Inc. Report Date: November 01, 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: 4:14pm Date Cast: October 3, 2001
Technician: Marlo Garcia
Batch Time: 3:21pm Plant: 41 Weather Conditions: Cool and cloudy w/cool breeze
Supplier: TXI Accumulative Yards: 40
Truck No: 59 Ticket No: 2993550 Placement Method: Direct Discharge
Mix I.D. No.: 9506 Sample Locations: PierAJ1
Placement Location: Piers A/2.3, A/l, D/7
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 5-7 ASTM C-143
Air Content, %:
Concrete Temperature, o F: 82 ASTM C1064
Ambient Temperature, o F: 80 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 10/10/2001 7 94,790 3,350
1 2 6.00 28.27 10/10/2001 7 98,250 3,470
Average 3,410
1 3 6.00 28.27 10/31/2001 28 136,990 4,840
1 4 6.00 28.27 10/31/2001 28 137,110 4,850
Average 4,850
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
T e ch nician: Ma rio Garcia /~~/~~
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 - BIdg Insp /--~"/~,/E~('. 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 Terraccn. 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 1
CONCRETE COMPRESSIVE STRENGTH TEST
EN(]IIN F~RINg, INC.
8901 Carpenter Frwy., Suite #100
Report Number: 94011204.0040 Dallas, Texas 75247
Service Date: October 2, 2001 (214) 63O-lOlO
Client: TNA North American, Inc. Report Date: November 01, 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: 3:21pm Date Cast: October 2, 2001
Technician: Marlo Garcia
Batch Time: 2:16pm Plant: 31 Weather Conditions: Warm and sunny w/slight breeze
Supplier: TXI Accumulative Yards: 50
Truck No: 46 Ticket No: 2992441 Placement Method: Direct Discharge
Mix I.D. No.: 9506 Sample Locations: Pier B/1
Placement Location: Piers D/6.5, B/l, A.7/1 & N1.4
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 5-7 ASTM C-143
Air Content, %:
Concrete Temperature, o F: 86 ASTM C1064
Ambient Temperature, o F: 86 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 10/09/2001 7 85,710 3,030
1 2 6.00 28.27 10/09/2001 7 89,600 3,170
Average 3,100
1 3 6.00 28.27 10/30/2001 28 120,660 4,270
1 4 6.00 28.27 10/30/2001 28 122,970 4,350
Average 4,310
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Mario Garcia
Report Distribution: ~~g' ering, 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- BIdg Insp ~r~c 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.
Page 1 of 1 o~-~1~.,~