Freeport NIP(2.2)-LR011009CONCRETE
COMPRESSIVE STRENGTH TEST H'~L ?"'i~-~'°"°/1L'rr'~o"
EN(]INE ~EPJh~. INC.
Report I~¢tl~er:- 94011204.0026 89Ol Carpenter Frwy., Suite #100
fD her 1~, Dallas, Texas 75247
Servi ate: Septem 2001J~I?.,J~PO~.T" J~ · ~ N~::> ~/ J...c)'~" ~.. ~.. (214)630-1o10
Clien~ TNA North America.~c. Report Date: October 09, 2001
~,Attn: Terry Rale.~ Project: Sales Office & Warehouse Fac.
I~,321 Valwoo~j~arkway, Suite 440 Coppell, Texas
roi ~;i~1~ 75006
Project Number: 94011204
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Sample Time: 1:10pm Date Cast: September 10, 2001
Technician: Roy Montgomery
Batch Time: 12:25pm Plant: 91 Weather Conditions: Clear
Supplier. Redi-Mix Accumulative Yards: 10
Truck No: 184 Ticket No: 145123 Placement Method: Direct Discharge
Mix I.D. No.: 722 Sample Locations: Grate inlet, 68' SW of Line A
Placement Location: Inlet boxs Line A, Sta. 3+55, 0+00 and 68'
SW of Line A
Field Test Data
Test Result Specification Test Method
Slump, inches: 3.00 3-5 ASTM C-143
Air Content, %:
Concrete Temperature, o F: 91 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 09/17/2001 7 109,860 3,890
1 2 6.00 28.27 09/17/2001 7 106,800 3,780
Average 3,840
I 3 6.00 28.27 10/08/2001 28 134,130 4,740
1 4 6.00 28.27 10/08/2001 28 128,520 4,540
Average 4,640
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Roy Montgomery
Report Distribution: ~eering, 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.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST ~--~-~.~ ?i¥i.~,o, os~[..-~.
ENGINEER1N~ INC.
Report Number; 94011204.0038 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Service Date: October 1, 2001 (214) 630-1010
Client: TNA North American, Inc. Report Date: October 09, 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: 3:37pm Date Cast: October 1, 2001
Technician: Marlo Garcia
Batch Time: 3:04pm Plant: 41 Weather Conditions: Warm, sunny w/mild wind
Supplier: TXI Accumulative Yards: 50
Truck No: 64 Ticket No: 2991187 Placement Method: Direct Discharge
Mix I.D. No.: 9506 Sample Locations: Pier D/4.4
Placement Location: Piers D/4, D/4.4 & D/4.9
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.50 5-7 ASTM C-143
Air Content, %:
Concrete Temperature, o F: 82 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 10/08/2001 7 104,400 3,690
1 2 6.00 28.27 10/08/2001 7 102,160 3,610
Average 3,650
I 3 10/29/2001 28
1 4 10/29/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marlo Garcia
Report Distribution: ~gring, 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 lnsp 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 1 of 1