Cambridge Phase 1-LR 940606E GEE Consultants, Inc.
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 * Fax (214) 620-9794
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:June 6, 1994 Project No: B-94-0178
Client: Beamer Development
Sample Date: May 31, 1994
Project: Estates of Cambridge Manor, Phase I
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method ......................................... A
Optimum Moisture Content ............................. 21.1 percent
Maximum Density .................................. 94.6 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................. Dark Gray Silty Clay
Material Origin .................................... On-site Subgrade
Moisture Preparation Procedure .......................... Air D~
Liquid Limit ...................................... 50
Plastic Limit ...................................... 18
Plasticity Index .................................... 32
Percent Passing a No. 200 U.S. Sieve ...................... 97
Technician: K.Mc./L.G.
cc: Mr. Bill Anderson - Dowdy, Anderson and Associates, Inc.
Mr. Larry Davis - City of Coppell
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