Bank One-LR030915CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0018
Service Date: August 15, 2003
'lrerracan
8901 Carpenter FnN¥, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: September 15, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3000 psi @ 28 Days
Sample Information
Sample Time: 12:25pm Date Cast:August 15, 2003
Technician: Eddie A. Elrod
Batch Time: 11:21am Plant: 02 Weather Conditions: Clear
Supplier: LDJ Ready Mix Accumulative Yards: 10
Truck No: 731 Ticket No: 34753 Placement Method: Direct Discharge
Mix I.D. No,: 50 Sample Locations: Piers D/9, E/6.3, E/5, D.9/3
Water Added Onsite Before Test: 5 Gallons Placement Location: Piers- See Report #94031289.0017
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.00 ASTM C-143
Air Content, %: 1.2 ASTM C..231
Concrete Temperature, o F: 87 ASTM C-1064
Ambient Temperature, o F: 85 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratorv 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 08/22/2003 7 88,830 3,140
1 2 6.00 28.27 08/22/2003 7 89,840 3,180
Average 3,160
1 3 6.00 28.27 09/12/2003 28 103,250 3,650
1 4 6.00 28.27 09/12/2003 28 108,890 3,850
Average 3,780
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Eddie A. Elrod
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
Hussein H. Abusaad, P.E.
Senior Project Manager
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 er identical
materials.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0033
Service Date: September 5, 2003
'irerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: September 15, 2003
Project: Bank One - Coppell TX
616 Nodh Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 2:18pm
Supplier: LDJ
Truck No: 500
Mix I.D. No.: 50
Plant: 724
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 1,3
Concrete Temperature,° F: 93
Ambient Temperature, o F: 95
Plastic Unit Weight, pcf:
Ticket No: 116005
Sample Information
Sample Time: 3:40pm Date Cast: September 5, 2003
Technician: Melvin L. Searles
Weather Conditions: Partly cloudy, hot & humid
Accumulative Yards: 5
Placement Method: Direct Discharge
Sample Locations: Pier D/4.2
Placement Location: Pier D/4.2
Specification
3-5
Test Method
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
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 09/12/2003 7 71,360 2,520
1 2 6.00 28.27 09/12/2003 7 70,670 2,500
Average 2,510
1 3 10/03/2003 28
I 4 10/03/2003 28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Melvin b Searles
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
Hussein H. Abusaad, P.E
Senior Project Manager
The tests were performed in general accordance with appticable 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