Windsor Estates-LR010202CONCRETE COMPRESSIVE STRENGTH TEST
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date:
Project:
890t Carpenter Rwy., Suite #10o
Dallas, Te),as 75247
(214) 630-1010
February 02, 2001
Windsor Estates
Coppell, Texas
Service Date: January 23, 2001
Project Number: 94001501
Report Number: 94001501.0004
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 7:46am
Supplier: TXI
Truck No: 644
Mix I.D. No.: 8206
Plant: 41
Ticket No: 2811715
Sample Information
Sample Time: 8:18am
Technician: Dardn Phillips
Weather Conditions: Sunny, cool
Accumulative Yards: 70
Placement Method: Direct discharge
Sample Locations: Sta. 16+09
Placement Location: Paving
Field Test Data
Test Result Specification
Slump, inches: 4.00 4.0 Max
Air Content, %: 4.1 3-5
Concrete Temperature? F: 55
Ambient Temperature, O F: 41
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
7C 1 6.00 01/30/2001 7 161,140 5,700
7C 2 6.00 01/30/2001 7 159,440 5,640
Average 5,670
7C 3 02/20/2001 28
7C 4 02/20/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Damn Phillips
Report Distribution:
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept
(1) City of Coppell - Bldg Insp
Reviewed by:
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 wntten approval of Terracon. 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.
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