Cambridge Phase 1-LR 941021 (3)I G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
E ] NVIRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214:620-9791 · 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.: 11
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 ............................. percent
Maximum Density .................................. pounds per cubic foot
Rammer Type ..................................... Manual
Material Description .................................. Dark Gray Clay (lime treated)
Material Origin .................................... Cambridge Manor Lane,
Station 18+00
Moisture Preparation Procedure .......................... Air Dry
Liquid Limit ............................. ' ......... 44
Plastic Limit ...................................... 23
Plasticity Index .................................... 21
Technician: K.Mc./P.M.
cc: Mr. Bill Anderson - Dowdy, Anderson and Associates, Inc.
Mr. Larry Davis - City of Coppell
Our letters and reports arc for thc exclusive use of thc client to when they are addressed. Thc usc of our name must re. ccive our prior written approval. Our letters and reports
apply only to the sample tested and.~or inspected, and are not necessarily indicative of thc quantities of apparently identical or sinfilar products.