Coppell Trade-LR060210CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0186
Service Date: January 12, 2008
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: February 10, 2006
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: 6:24am Plant: 141
Supplier: TXI
Truck No: 46 Ticket No: 185842
Mix i.D. No.: 8206
WaterAdded Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 5.0
Concrete Temperature,o F: 58
Ambient Temperature, o F: 53
Plastic Unit Weight, pcf: 143.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Sample Information
Date Cast: January 12, 2006 Time:7:20am
Technician: Polikarp J. Labecki
Weather ConditionsPartly cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Column 3
Pracement Location:Two (2) Temporary Spread Footings along
W Building at Loading Dock
Specification
3-5
3-7
Date
Tested
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM Cl 064
ASTM Cl 38
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
01/16/2006 4 90,180 3,190
01/19/2006 7 111,330 3,940
02/09/2006 28 147,390 5,210
02/09/2006 28 145,530 5,150
Average 5,180
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Polikarp J. Labecki
Report Distribution: J
(1) CoppellTradeCenterLP (1) MerrimanAssoclnc ~//,,~ .~,,~.,~'~/~/~ /
(1 TechniStructures (1) McFadden & Miller Reviewed by: ~/c,~._.-~ V i ~ /
(1) City of Coppeg TX (1) Macatee Engineering Inc ~ Robert D. Ray, S.E.T~'~'
(1) City of Coppell TX Senior Project Man~r,.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use otb'ne 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 ether apparently similar or identical
materials.