WA9302-LR 950828[EOTECHNICAL
E GEE Consultants, Inc.
E
[NVII~C)NMENTAL
~54C) Glenda Lane · Suite 10~ · Dallas, Texas 7522~ · (~14) 6~0-9791 · Fax (214) 6~0-~7~4
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: August 28, 1995 Project No: C-95-0196
Client: City of Coppell Report No.: 1
Sample Date: June 9, 1995
Project: 6.0 Million Gallon Ground Water Storage Tank
Coppell, Texas
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method .............................. A
Optimum Moisture Content .................. 14.6 percent
Maximum Density ........................ 112.1 pounds per cubic foot
Rammer Type .......................... Manual
Material Description ....................... Select Fill: reddish brown clayey sand
Material Origin .......................... On Site
Moisture Preparation Procedure ................ Air Dry
Liquid Limit ........................... 19
Plastic Limit ........................... 15
Plasticity Index ....... · ................... 4
Percent Passing a No. 200 U.S. Sieve ............ 32
Technician: W.S.
cc: Mr. Larry Davis - City of Coppell
Mr. Bob Barbarisi, Jr. - Natgun Corporation
Mr. Gary Hendricks - Shimek, Jacobs and Finklea
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our letters and reports
apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.