Bank One-LR031023CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0068
Service Date: October 15, 2003
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA Report Date: October 23, 2003
Attn: Danny Buckner Project: Bank One - Coppell TX
8111 Preston Suite 250 616 Nodh Denton Tap Rd
Dallas TX 75225 Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time:
Supplier: LDJ
Truck No:
Mix I.D. No.: 60A
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.25
Air Content, %: 3.4
Concrete Temperature, o F: 84
Ambient Temperature, o F: 78
Plastic Unit Weight, pcf:
LaboratorV 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
1 4
Ticket No: 51185
Sample Information
sample Time: 4:07pm Date Cast: October 15, 2003
Technician: Thomas B. Combs
Weather Conditions: Sunny
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: 45' N of SE approach
Placement Location: Parking Lot
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)
10/22/2003 7 86,200 3,050
10/22/2003 7 88,650 3,130
Average 3,090
11/12/2003 28
11/12/2003 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: Thomas B. Combs
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppeil TX
(1) Aguirre 8uJldit~g Systems
(1) City of Coppell TX
Reviewed by:
/~Terracon
Hussein H. Abusaad, PE.
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 or identical
materials.
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