Town Center BP-LR010511 LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94001422.0009
Service Date: April 30, 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:
Project:
Project Number:
May 11, 2001
Town Center Business Park
205 East Parkway BIvd
Coppell, Texas
94001422
Material Information
Contractor: Excel
Source of Material: Treated on-site
Proposed Use: Paving Subgrade
Laboratorl/ Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 114.0
Optimum Water Content, %: 14.0
ASTM D-698
ASTM D-698
ASTM D-698
ASTM D-698
Sample Information
Sampled By: Montgomery, Roy
Sample Location: Native
Sample Description: Dk brown sandy clay w/gravel (lime
treated)
Result Specifications
Liquid Lim, it: 37
Plastic Limit: 22
Plasticity Index: 15
% Passing #200:
% Passing #40:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
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Services- Moisture-Density Relations
Technician: Roy Montgomery
Report Distribution:
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept
(1) City of Coppe]l - BIdg Insp
Reviewed by:
Eric J. Cleveland, P.E
Senior Project Engineer
The tests were perlormed 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 written approval ol~ Terracon. Test results transmitted herein are only applicable to the actual
samples tested at the location(s) referenced and are not necessarity indicative of the propedies of other apparently similar or identical materials.