Coppell Trade-LR060206CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0176
Service Date: January 6, 2006
'll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Coppell Trade Center LP
Attn: Bonnet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: February 06, 2006
Project: Coppell Trade Center- BIdg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 6:33am Plant: 31
Supplier: TXI
Truck No: 136 Ticket No: 182053
Mix I.D. No.: 9506
Water Added Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast: January 6, 2006
Technician: Barry Cuble
Weather ConditionsClear and cool
Accumulative Yards: 10/15
Placement Method: Direct Discharge
Sample Locations: 5-25' W of building
Placement Location: Retaining Wall Spread Footing
Field Test Data
Test Result
Slump, inches: 4.00
Air Content, %: 1.3
Concrete Temperature,o F: 57
Ambient Temperature, o F: 40
Plastic Unit Weight, pcf: 146.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27 01/13/2006
1 2 6~00 28.27 01/13/2006
1 3 6.00 28.27 02/03/2006
1 4 6.00 28.27 02/03/2006
Time:7:20am
Specification
3-5
Date
Tested
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 109,370 3,870
7 111,700 3,950
Average 3,910
28 143,150 5,060
28 149,440 5,280
Average 5,170
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Barry Cuble
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Ceppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Robed D. Ray, S~,~/
Senior Project,c.~ger
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 consent of our company. 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