Freeport NIP(2.2)-LR011224Service Date: Dece~h~r l~ ?o(~1
Client Report Date: December 24, 2001
1321 Valwood Parkway, Suite 440
Carrollton TX 75006
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Project: Sales Office & Warehouse Fac.
Coppell, Texas
Project Number: 94011204
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 8:25am
Supplier: TXI
Truck No: 712
Mix I.D. No.: 8273
Plant: 41
Field Test Data
Test
Ticket No: 3041565
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, O F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 8:50am Date Cast: December 15, 2001
Technician: Eric Garda
Weather Conditions: Cloudy
Accumulative Yards: 50
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving in parking lot S of bldg.
Sample Location: 60' N of S-SE corner of
parking lot
Result Specification Test Method
6.00 3-5 ASTM C-143
4.8 3-6 ASTM C-231
60 ASTM C1064
53 ASTM C-1064
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested ~ (lbs) ~
1 1 6.00 28.27 12/22/2001 I 7~,,~91,~ 13,250
1 2 6.00 28.27 12/22/2001 ~ ~7,720 ~
Average 3,180
1 3 01/12/2002 28
1 4 01/12/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivety 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 2 o~Lw~,~,.~w
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011204.0079
Service Date: December 15, 2001
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: TNA North American, Inc.
Attn: Terry Raley
1321 Valwood Parkway, Suite 440
Carrollton TX 75006
Report Date: December 24, 2001
Project: Sales Office & Warehouse Fac.
Coppell, Texas
Project Number: 94011204
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 9:26am
Supplier: TXI
Truck No: 110
Mix I.D. No.: 8273
Plant: 41
Field Test Data
Test
Result
Slump, inches: 7.00
Air Content, %: 4.5
Concrete Temperature, O F: 60
Ambient Temperature, O F: 52
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3
2 4
Ticket No: 3041630
Sample Information
sample Time: 9:55am Date Cast: December 15, 2001
Technician: Eric Garcia
Weather Conditions: Cloudy
Accumulative Yards: 150
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Sample Location: 20' E, 30' N of S-SW
corner parking lot
Specification
Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/22/2001 7 79,480 2,810
12/22/2001 7 83,960 2,970
Average 2,890
01/12/2002 28
01/12/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Eric Garcia
Report Distribution:
(1) TNA North American, Inc.
(1) Carrell Poole & Yost Architecture
(1) R L Goodson Consulting Engineers
(1) Pacific Builders Inc
(1) FACServices Inc
(1) David Kent
(1) City of Coppell - Bldg tnsp
(1) City of Coppell - Constr Insp
Reviewed by:
C~~ring, Inc.
Edc J. Cleveland, P.E.
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for tl~ use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted heroin 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.