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Cambridge Phase 1-LR 940601 (3)
HNICAL EERING GEE Consultants, Inc. NVIRONMENTAL 2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794 MOISTUR~ DI~NSITY RELATIONSmP REPORT Test Report D~te:June 1, 1994 Project No: B-94-0178 Clieat: Beamer Development Sample Date: May 25, 1994 Project: Estates of Cambridge Manor, Phase ! Identification: Moisture Density Relationship Test Procedure: AST~ D6~}8 Test Results: Method ......................................... A Optimum Moisture Content ............................. 9.3 percent Maximum Density .................................. 115.2 pounds per cubic foot Rammer Type ..................................... Manual Material Descti~on ................................. Yellowish Brown Clayey Sand with Gravel Material Origin .................................... On-sim Subgrade (Test Lift) Moisture Preparation Procedure .......................... Air Dry Liquid Limit ...................................... Non-Plastic Plastic Limit ...................................... Non-Plastic Non-Plastic Plasticity Index .................................... Percent Passing a No. 200 U.S. Sieve ...................... 19 Technician: K.Mc./L.G. cc: and A~mciat~, Inc.