Coppell Trade-LR051216CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0164
Service Date: December 6, 2005
'lrr rfacon
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: December 16, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:28am Plant: 141
Supplier: TXI
Truck No: 39 Ticket No: 167187
Mix I.D. No.: 8206
Water Added Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 6.5
Concrete Temperature,e F: 50
Ambient Temperature, e F: 27
Plastic Unit Weight, pcf: 143.9
Laboratorlz Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 26.27
1 3
1 4
Sample Information
sample Time: 7:30am
Technician: Kudret Aksu
Weather Conditions:Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Sample area on attached sketch
Placement Location: Pavement, see attached sketch
Date Cast: December 6, 2005
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/13/2005 7 96,290 3,410
12/13/2005 7 100,010 3,540
Average 3,480
01/03/2006 28
01/03/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Kudret Aksu
Report Distribution: /
(1) Co~e,l Tr. de Center L. (1) Merriman Assoc I.c /~ ~ ~
(1) Ci~ of Coppe~l TX Senior Project
The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repo~ is exclusively for the us~of the client
indicated above and shall not be repr~uced except in full without the ~iffen consent of our company. Test results transmiffed herein are only applicable
to the actual samples tested at the location(s) referenced and are not n~essarily indicative of the prope~ies of other apparently similar or identical
materials,