Four Seasons 2R-LR050413CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94041388.0098
Service Date: April 5, 2005
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date: April 13, 2005
Project: BCE Specialties
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time:
Supplier:
Truck No:
Mix I.D. No.:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: Date Cast: April 5, 2005
Technician: Contractor Made
Weather Conditions:
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3
1 4
Placement Method:
Sample Locations: See Placement Location
Placement Location: Misc. Sidewalks along S and E side of Main
bldg.
Result Specification Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/12/2005 7 89,530 3,170
04/12/2005 7 83,710 2,960
Average 3,070
05103/2005 28
05/03/2005 28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement rocations, perform required field tests and cast compressive
strength samples.
Technician: Robert D. Ray
Report Distribution:
(1) Hill & Wilkinson LTD (1) City of Coppell TX
(1) Hardy McCu~Iah/MLM Architects Inc (1) BCE Specialties Reviewed by'
(1) TMBP Consulting Engineers '
(1) Cily of Coppell TX Robert D. Ray, S.E.T.
Senior Project Manag~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of t~e 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.