Wynnpage Plaza-LR021002LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021373.0001
Service Date: September 26, 2002
Client: Pacific Builders Inc
Attn: Chades Coleman
3360 Wiley Post Rd Ste 100
Carrollton TX 75006
Report Date:
Project: Wynnpage
255 Denton Tap
Coppell, TX
Project Number: 94021373
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
October 02, 2002
Material Information
Contractor: Pacific Builders
Source of Material:On-site
Proposed Use: Fill for Pad & Utilities
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D 698
Method A
Moist Method
Mechanical
Maximum Dry Unit Weight, pcf: 102.0
Optimum Water Content, %: 20.7
Sample Information
Sampled By: Graham, Gerry B.
Sample Location: Utility excavation on W portion
Sample Description: Brown & dk brown silty clay
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Result Specifications
46
19
27
Zero Air Voids Curve for assumed specific gravity 2.65
Services- Moisture-Density Relations
Technician: Burl E. Thomas
Report Distribution:
(1) Pacific Builders lac
(1) City of Coppell Engineering
Reviewed by:
HBC Engineering
Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the ctient
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.
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