Bank One-LR031003CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0056
Service Date: September 25, 2003
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
'lrerracan
8901 Carpenter Frwy, Ste 11100
Dallas, Texas 75247
(214) 630-1010
Report Date: October 03, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Informatio~-
Specified Strength: 4000 psi ~ 28 Days
Batch Time: Plant: 2
Supplier: LDJ Ready Mix
Truck No: 725
Mix I.D. No.: 60A
Water Added Onsite Before Test:
Field Test Data
Test Result
Slump, inches: 6.00
Air Content, %: 4.8
Concrete Temperature,° F: 81
Ambient Temperature, o F: 69
Plastic Unit Weight, pcf:
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
I 3
I 4
Ticket No: 35404
5 Gallons
Sample Information
sample Time: 5:1Sam Date Cast: September 25, 2003
Technician: Roy T. Montgomery
Weather Conditions: Clear
Accumulative Yards: 30
Placement Method: Direct Discharge
Sample Locations: 28' N of SE entrance, 15' W of E curb
Placement Location: Paving, SE corner of project
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
10/02/2003 7 77,980 2,760
10/02/2003 7 80,870 2,860
Average 2,810
10/23/2003 28
10/23/2003 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: Roy T. Montgomery
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
Hus~ P.E.
Senior Project Manager
(1) City of Coppell TX
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 Terracor~. 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
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