Cambridge Phase 1-LR 940601 (4) HNICAL
EERING GEE Consultants, Inc.
NVIRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
MOISTURE DEN REI TIONSHIP REI RT
T~t Re~ort Date: June 1, 1994 Project No: B-94-0178
c~i~,~t: Beamer Development
Sample gate: May 25, 1994
Project: Estates of Cambridge Manor, Phase I
Id~ntifioation: Moisture Density Relationship
Test Procedure: ASTM D698
Te~t R~mlts:
Method ......................................... A
Optimum MoiSture COntent ............................. 14.3 percent
Maximum Density .................................. 107.1 pounds per cubic foot
Rammer Type ...... ' ............................... Manual
Material Description ................................. Brown Clayey Sand
Material Origin ....................... .. ............ On-site Subgrade (Pond)
Moisture Preparation Procedu~ .......................... Air Dry
Liquid Limit ...................................... 32
Plastic Limit ...................................... 19
Plasticity Index .................................... 13
Percent passing a No. 200 U.S. Sieve ...................... 86
Technician: K.M¢./L.G.
cc: Mr. Bill Ande~-'~on - Dowdy, Anderson and Associates, Inc.