Windsor Estates-LR010831LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94001501.0024
Service Date: August 28, 2001
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: August 31,2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
Material Information
Contractor: Austin Bridge & Road
Source of Material:Treated on-site
Proposed Use: Paving Subgrade
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D-698
ASTM D-698
ASTM D-698
ASTM D-698
Maximum Dry Unit Weight, pcf: 106.9
Optimum Water Content, %: 17.8
Sample Information
Sampled By: Montgomery, Roy
Sample Location: Native
Sample Description: Med to dk brown sandy clay (lime
treated)
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 265
Result Specifications
35
28
7
Services- Moisture-Density Relations
Technician: Roy Montgomery
Report Distribution:
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept
(1) City of Coppell- BIdg Insp
Reviewed by:
Eric J Cleveland, PE.
Senior Project Engineer
The tests were performed 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.