Windsor Estates-LR010810CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001501.0012
Service Date: June 28, 2001
8901 Carpenter Frv~., 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: July 10, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time:
Supplier: Custom Crete
Truck No: 462
Mix I.D. No.: CC4060A
Ticket No: 237103
Sample Information
Sample Time: 3:30pm Date Cast:June 28, 2001
Technician: Eddie EJrod
Weather Conditions: Cloudy
Accumulative Yards: 4
Placement Method: Direct discharge
Sample Locations: See placement location
Placement Location: Manhole base Line A end of sewer line
Field Test Data
Test Result Specification
Slump, inches: 5.00 5.0 Max ASTM C-143
Air Content, %: N/A ASTM C-172
Concrete Temperature, O F: 86 ASTM C-39
Ambient Temperature, 0 F: 89
Plastic Unit Weight, pcf:
Laboratory Test Data Age atMaximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
Test Method
1 1 6.00 07/05/2001 7 78,390 2,770
1 2 6.00 07/05/2001 7 80,000 2,830
Average 2,800
I 3 07/26/2001 28
1 4 07/26/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Eddie Elrod
Report Distribution:
(1) Excel Group, Inc.
(1) City of Coppell- Engr Dept
(1) City of Coppell - Bldg Insp
Reviewed by:
Senior Project Engineer
The tests were per[ormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written 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.