Freeport NIP(2.2)-LR011115 .:
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011204.0055
8901 Carpenter Frwy., Suite #100
Service Date: November 6, 2001 Dallas, Texas 75247
(214) 630-1010
Client: TNA North American, Inc. Report Date: November 15, 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: 3500 psi @ 28 Days Sample Time: 8:10am Date Cast: November 6, 2001
Technician: Jason Kale
Batch Time: 7:23am Plant: 41 Weather Conditions: Clear
Supplier: TXI Accumulative Yards: 10
Truck No: 928 Ticket No: 3017509 Placement Method: Direct Discharge
Mix I.D. No.: 8273 Sample Locations: See placement location
Water Added Onsite Before Test: 20 Gallons Placement Location: Paving, see attached sketch
Water Added Onsite After Test: 5 Gallons
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 3-5 ASTM C-143
Air Content, %: 3-6
Concrete Temperature, o F: 74 ASTM C1064
Ambient Temperature, o F: 60 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 11/13/2001 7 96,780 3,420
1 2 6.00 28.27 11/13/2001 7 97,790 3,460
Average 3,440
1 3 12/04/2001 28
1 4 12/04/2001 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 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 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011204.0055
Service Date: November 6, 2001 89Ol Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: TNA North American, Inc. Report Date: November 15, 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: 3500 psi @ 28 Days Sample Time: 8:45am Date Cast: November 6, 2001
Technician: Jason Kale
Batch Time: 7:56am Plant: 41 Weather Conditions: Clear
Supplier: TXI Accumulative Yards: 10
Truck No: 650 Ticket No: 3017632 Placement Method: Direct Discharge
Mix I.D. No.: 8273 Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.00 3-5 ASTM C-143
Air Content, %: 3-6
Concrete Temperature, o F: 73 ASTM C1064
Ambient Temperature, o F: 62 ASTM C-1064
Plastic Unit Weight, pcf:
Laborator~ Test Data
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 1 6.00 28.27 11/13/2001 7 105,370 3,730
2 2 6.00 28.27 11/13/2001 7 102,030 3,610
Average 3,670
2 3 12/04/2001 28
2 4 12~04~2001 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 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 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011204.0055 ~..~N~,r~,~'.~
8901 Carpenter Fn~/y., Suite #100
Service Date: November 6, 2001 Dallas, Texas 75247
(214) 630-1010
Client: TNA North American, Inc. Report Date: November 15, 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: 3500 psi @ 28 Days Sample Time: 11:00am Date Cast: November 6, 2001
Technician: Jason Kale
Batch Time: 8:58am Plant: 41 Weather Conditions: Clear
Supplier: TXI Accumulative Yards: 10
Truck No: 922 Ticket No: 3017749 Placement Method: Direct Discharge
Mix I.D. No.: 8273 Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 3.25 3-5 ASTM C-143
Air Content, %: 3-6
Concrete Temperature, o F: 81 ASTM C1064
Ambient Temperature, o F: 79 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)
3 1 6.00 28.27 11/13/2001 7 109,420 3,870
3 2 6.00 28.27 11/13/2001 7 105,950 3,750
Average 3,810
3 3 12/04/2001 28
3 4 12/04/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jason Kale
Report Di st ri bution: ~ .U~'C/En_..gin e erin g, Inc.
(1) TNA Nodh 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.
Page 3 of 3