Cambridge Phase 1-LR 940601 (2)["-G-~EOTECHNICAL
E GEE Consultants, Inc.
2540 Gienda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
MOISTURE DENSITY RELATIONSItlP REPORT
Test Reisort Date: June 1, 1994 Project No: B-94-0178
cu~nt: Beamer Development
Sample gate: May 25, 1994
l'roj~t: Estates of Cambridge Manor, Phase I
Iaentification: Moisture Density Relationship
T~ Proceaur~: ASTM D698
Test R,sults:
Method ......................................... A
Optimum Moisture Content ............................. 14.2 percent
Maximum Density .................................. 101.1 pounds per cubic foot
Rammer Type ..................................... Manual
Matm~al Description ................................. Dark Gary Clayey Sand
Material Origin .................................... On-site Subgrade (Lake)
Moisture Preparation Procedure ........................ ... Air Dry
Liquid Limit ...................................... 29
Plastic Limit ...................................... 13
Plasticity Index .................................... 16
Percent Passing a No. 200 U.S. Sieve ...................... 34
Technician: K. Mc./L.G.
cc: Mr. Bill Anderson - Dowdy, Anderson and Associate~, Inc.
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