Freeport NIP(2.2)-LR011120 CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011204.0047
8901 Carpenter Frwy., Suite #100
Service Date: October 22, 2001 Dallas, Texas 75247
(214) 630-1010
Client: TNA North American, Inc. Report Date: November 20, 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: 5:38am Date Cast: October 22, 2001
Technician: Marlo Garcia
Batch Time: 4:46am Plant: 41 Weather Conditions: Cool, w/slight breeze
Supplier: TXI Accumulative Yards: 90
Truck No: 483 Ticket No: 3005280 Placement Method: Pump
Mix I.D. No.: 9001P Sample Locations: Taken @ panel #7
Placement Location: Panels: From panel #1-14 & from 16-31
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.00 3-5 ASTM C-143
Air Content, %: 3.7 3-6 ASTM C-231
Concrete Temperature, o F: 75 ASTM C1064
Ambient Temperature, o F: 71 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 10/26/2001 4 65,630 2,320
1 2 6.00 28.27 10/29/2001 7 80,290 2,840
1 3 6.00 28.27 10/29/2001 7 76,950 2,720
Average 2,780
1 4 6.00 28.27 11/19/2001 28 103,730 3,670
1 5 6.00 28.27 11/19/2001 28 104,320 3,690
Average 3,680
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, AAS HTO, 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 6 o~-~w~0,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011204.0047
Service Date: October 22, 2001 89Ol Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: TNA North American, Inc. Report Date: November 20, 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: 7:48am Date Cast: October 22, 2001
Technician: Marlo Garcia
Batch Time: 6:01 am Plant: 41 Weather Conditions: Cool w/slight breeze
Supplier: TXI Accumulative Yards: 190
Truck No: 483 Ticket No: 3005317 Placement Method: Pump
Mix I.D. No.: 9001P Sample Locations: Taken from panel #5
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.50 3-5 ASTM C-143
Air Content, %: 4.1 3-6 ASTM C-231
Concrete Temperature, o F: 76 ASTM C1064
Ambient Temperature, 0 F: 71 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)
2 1 6.00 28.27 10/26/2001 4 63,690 2,250
2 2 6.00 28.27 10/29/2001 7 73,080 2,580
2 3 6.00 28.27 10/29/2001 7 71,800 2,540
Average 2,560
2 4 6.00 28.27 11/19/2001 28 97,130 3,430
2 5 6.00 28.27 11/19/2001 28 100,640 3,560
Average 3,500
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 6 0~_LW~,..u~.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011204.0047
8901 Carpenter Frwy., Suite #100
Service Date: October 22, 2001 Dallas, Texas 75247
(214) 630-1010
Client: TNA North American, Inc. Report Date: November 20, 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: 9:26am Date Cast: October 22, 2001
Technician: Marlo Garcia
Batch Time: 8:14am Plant: 41 Weather Conditions: Cool, cool breeze cloudy
Supplier: TXI Accumulative Yards: 290
Truck No: 837 Ticket No: 3005515 Placement Method: Pump
Mix I.D. No.: 9001P Sample Locations: Taken from panel #2
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.50 3-5 ASTM C-143
Air Content, %: 4.1 3-6 ASTM C-231
Concrete Temperature, o F: 76 ASTM C1064
Ambient Temperature, o F: 75 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratorl/ 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 10/26/2001 4 63,170 2,230
3 2 6.00 28.27 10/29/2001 7 73,110 2,590
3 3 6.00 28.27 10/29/2001 7 79,440 2,810
Average 2,700
3 4 6.00 28.27 11/19/2001 28 106,100 3,750
3 5 6.00 28.27 11/19/2001 28 107,990 3,820
Average 3,790
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 3 of 6 0~-~w~o~
T 1-Iu'"~
CONCRETE COMPRESSIVE STRENGTH TEST ~ad, v,.~,..~f~r~.:~
Report Number: 94011204.0047 ~,~=~J~.~c
8901 Carpenter Frwy., Suite #100
Service Date: October 22, 2001 Dallas, Texas 75247
(214) 630-1010
Client: TNA North American, Inc. Report Date: November 20, 2001
Attn: Terry Raley Project: Sales Office & Warehouse Fac.
1521 Valwood Parkway, Suite 440 Coppell, Texas
Carrollton TX 75006
Project Number: 94011204
Material Information Sample Information
Specified Strength: 3000 psi (~ 28 Days Sample Time: 10:59am Date Cast: October 22, 2001
Technician: Marlo Garcia
Batch Time: 10:01am Plant: 41 Weather Conditions: Cool
Supplier: TXI Accumulative Yards: 390
Truck No: 111 Ticket No: 3005698 Placement Method: Pump
Mix I.D. No.: 9001P Sample Locations:
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.50 3-5 ASTM C-143
Air Content, %: 4.5 3-6 ASTM C-231
Concrete Temperature,° F: 76 ASTM C1064
Ambient Temperature, o F: 79 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)
4 1 6.00 28.27 10/26/2001 4 61,930 2,190
4 2 6.00 28.27 10/29/2001 7 81,040 2,870
4 3 6.00 28.27 10/29/2001 7 83,400 2,950
Average 2,910
4 4 6.00 28.27 11/19/2001 28 108,750 3,850
4 5 6.00 28.27 11/19/2001 28 111,680 3,950
Average 3,900
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 ~ 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, o,-~w~,-F~. Key
Page 4 of 6
CONCRETE COMPRESSIVE STRENGTH TEST .[...j..,~.,,,.~,,,.o~r,~,--,~
Report Number: 94011204.0047 ~'~'~'
89Ol Carpenter Frwy., Suite #100
Service Date: October 22, 2001 Dallas, Texas 75247
(214) 630-1010
Client: TNA North American, Inc. Report Date: November 20, 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: 1:49pm Date Cast: October 22, 2001
Technician: Marlo Garcia
Batch Time: Plant: 41 Weather Conditions: Warm
Supplier: TXI Accumulative Yards: 490
Truck No: 450 Ticket No: 3005931 Placement Method: Pump
Mix I.D. No.: 9001P Sample Locations: Taken at Panel #22
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 7.50 3-5 ASTM C-143
Air Content, %: 4.7 3-6 ASTM C-231
Concrete Temperature, o F: 81 ASTM C1064
Ambient Temperature, 0 F: 85 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)
5 1 6.00 28.27 10/26/2001 4 52,410 1,850
5 2 6.00 28.27 10/29/2001 7 64,440 2,280
5 3 6.00 28.27 10/29/2001 7 65,240 2,310
Average 2,300
5 4 6.00 28.27 11/19/2001 28 93,630 3,310
5 5 6.00 28.27 11/19/2001 28 94,700 3,350
Average 3,330
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, o,~.Lw~o,
Page 5 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94011204.0047
8901 Carpenter F~vy., Suite #100
Service Date: October 22, 2001 Dallas, Texas 75247
(214) 630-1010
Client: TNA Nodh American, Inc. Report Date: November 20, 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: 2:46pm Date Cast: October 22, 2001
Technician: Marlo Garcia
Batch Time: 2:08pm Plant: 41 Weather Conditions: Warm
Supplier: TXI Accumulative Yards: 530
Truck No: 67 Ticket No: 3006162 Placement Method: Pump
Mix I.D. No.: 9001P Sample Locations: Taken (~ panel #17
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 3-5 ASTM C-143
Air Content, %: 4.6 3-6 ASTM C-231
Concrete Temperature, o F: 82 ASTM C1064
Ambient Temperature, o F: 85 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)
6 1 6.00 28.27 10/26/2001 4 68,010 2,400
6 2 6.00 28.27 10/29/2001 7 82,940 2,930
6 3 6.00 28.27 10/29/2001 7 85,940 3,040
Average 2,990
6 4 6.00 28.27 11/19/2001 28 110,180 3,900
6 5 6.00 28.27 11/19/2001 28 109,290 3,860
Average 3,880
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Report Distribution: ' ' 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 ~ J' Cl~P~.Land, 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, o~-~Lw~o, Fu~, K,y
Page 6 of 6