Windsor Estates-LR010125CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client:
Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date:
Project:
January 25, 2001
Windsor Estates
Coppell, Texas
Service Date: January 13, 2001
Project Number: 94001501
Report Number: 94001501.0002
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 7:00am
Supplier: TXI
Truck No: 32
Mix I.D. No.: 8204SF
Plant: 41
Ticket No: 2808932
Sample Information
Sample Time: 7:45am
Technician: Albert Garcia
Weather Conditions: Cloudy, chance of rain
Accumulative Yards: 50
Placement Method:
Sample Locations: From DeForest: 50' N
Placement Location: First road N of DeForest, 150' N
Field Test Data
Test
Result Specification
Slump, inches: 2.50 2.0 Max
Air Content, %: 3-6
Concrete Temperature,o F: 52
Ambient Temperature, 0 F: 40
Plastic Unit Weight, pcf:
Laborator}r Test Data
Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
1C 1 6.00 01/20/2001 7 126,430 4,470
1C 2 6.00 01/20/2001 7 121,270 4,290
Average 4,380
1C 3 02/10/2001 28
1C 4 02/10/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Report Distribution: c.
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept Reviewed by:
{1) city of Coppell - B[dg thsp Eric J. Cleveland, P.E.
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM test methods. This report is exclusively for the use of the client indicated above
and shall not be reproduced except in full without the wdtten approval of Terracon. Test results transmitted herein are only applicable to the a~aal
samples tested at the location(s) referenced and are not necessarily indicative of the properties of ~ther apparently similar or identical materials.
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