Cambridge Phase 1-LR 941010 (2)I G
E GEE Consultants, inc.
E NVIRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · i214) 620-9791 · Fax (214) 620-9794
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:October 10, 1994 Project No: B-94-0178
Client: Beamer Development Moisture/Density Report No.: 8
Sample Date: September 29, 1994
Project: Estates of Cambridge Manor, Phase I
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method ......................................... A
Optimum Moisture Content ............................. 17.7 percent
Maximum Density .................................. 106.3 pounds per cubic tbot
Rammer Type ..................................... Manual
Material Description ................................. Brown sand (cement treated)
Material Origin .................................... Cambridge Manor Lane,
Station 3 +00
Moisture Preparation Procedure .......................... Air Dry
Liquid Limit ...................................... N/A
Plastic Limit ...................................... N/A
Plasticity Index .................................... NP
Technician: K.Mc./P.M.
cc: Mr. Bill Anderson - Dowdy, Anderson and Associates, Inc.
Mr. Larry Davis - City of Coppell
Our letters and reports are for the exclusive use of the client to whom lhey are addressed. The use of our name must receive our prior written approval. Our letters and repofl-s
apply only to the sample tested and'or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.