Freeport NIP(2.2)-LR020114CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011204.0079
Serv ce Date December 15 2001
Client. T~A North _A~ AttT~'1'~'1~)'R~le y
8901 Carpenter Rwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
1321 Valwood Parkway, Suite 440
Carrollton TX 75006
Report Date: January 14, 2002
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
Ticket No: 3041565
Sample Information
sample Time: 8:50am
Technician: Eric Garcia
Weather Conditions: Cloudy
Accumulative Yards: 50
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving in parking lot S of bldg.
Date Cast: December 15, 2001
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
LaboratorV Test Data
Result
6.00
4.8
60
53
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Services -
Sample Location: 60' N of S-SE corner of
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)
7 91,850 3,250
12/22_/2001
12/22/2001 7 87,720 3,100
Ave rage 3,180
01/12/2002 28 124,600 / 4,410"'~
01/12/2002 28 127,160 I 4,500~.~
Average
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in genera[ 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 Terrasen. 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011204.0079
Service Date: December 15, 2001
Client: TNA North American, Inc.
Attn: Terry Raley
1321 Valwood Parkway, Suite 440
Carrollton TX 75006
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 14, 2002
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
Ticket No: 3041630
Sample Information
Sample Time: 9:55am
Technician: Eric Garcia
Weather Conditions: Cloudy
Accumulative Yards: 150
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Date Cast: December 15, 2001
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, O F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
7.00
4.5
60
52
Specification
Sample Location: 20' E, 30' N of S-SW
corner parking lot
Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID . (inches) (sq. inches) Tested
2 1 6.00 28.27 12/22/2001
2 2 6.00 28.27 12/22/2001
2 3 6~00 28.27 01/12/2002
2 4 6.00 28.27 01/12/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 79,480 2,810
7 83,960 2,970
Average 2,890
28 108,080 3,820
28 109,860 3,890
Average 3,860
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 [nc
(1) FACServices Inc
(1) David Kent
(1) City of Coppell - BIdg Insp
(1) City of Coppail - Constr Insp
Reviewed by:
_ ~,~ering, 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 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 2 of 2