Cambridge Phase 1-LR 940620 (2)I G EOTECHNICAL
E GEE Consultants, Inc.
E J NVIRONM.ENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:June 20, 1994 Project l~o: B-94-0178
Client: Beamer Development
Sample Date: June 10, 1994
Project: Estates of Cambridge Manor, Phase I
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method ......................................... A
Optimum Moisture Content ............................. 8.4 percent
Maximum Dry Density ............................... 103.9 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................. Yellowish Brown and Light
Gray Fine Sand
Material Origin .................................... On-site Subgrade (Lake)
Moisture Preparation Procedure .......................... Air Dry
Liquid Limit ...................................... N/A
Plastic Limit ...................................... N/A
Plasticity Index .................................... Non-Plastic
Percent Passing a No. 200 U.S. Sieve ...................... 3
Technician: K.Mc./J.R.
cc: Mr. Bill Anderson - Dowdy, Anderson and Associates, Inc.
Mr. Larry Davis - City of Coppell
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