Cambridge Phase 1-LR 941021 (2) G EOTECHNICAL
E GEE Consultants, Inc.
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · 1214, 620-9791 · Fax (214'~ 620-9794
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: October 21, 1994 Project No: B-94-0178
Client: Beamer Development Moisture/Density Report No.: 12
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 ............................. 19.2 percent
Maximum Density .................................. 97.9 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ........................... - ...... Brown Clayey Sand (cement
treated)
Material Origin .................................... Cambridge Manor Lane.
Station 0+00
Moisture Preparation Procedure .......................... Air Dry
Liquid Limit ...................................... 23
Plastic Limit ...................................... 23
Plasticity Index .................................... NP
Technician: K.Mc./P.M.
cc: Mr. Bill Anderson - Dowdy, Anderson and Associates, Inc.
Mr. Larry Davis - City of Coppell
Our leUers and reports are for the exclusive use of the zlient to whom they are addressed. The use of our name must receive our prior written approval. Our letters and reports
apply o~ly m thc sample tested and,'or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.