Cambridge Phase 1-LR 940601JEOTEC H NICAL
EJNGINEERING GEE Consultants, Inc.
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
MOISTURE DENSITY ItF~I.ATIONSHIP REPORT
T~t l~port Dm: June 1, 1994 Project No: B-94-0178
C~ieat: Beamer Development
Sample Date: May 25, 1994
ProJect: Estates of Cambridge Manor, Phase I
Mentific~ion: Moisture Density Relationship
Te~t Procedure: ASTM I)698
Test Re~ult~:
Method ' . ............. A
Optimum Moisture Content ............................. 9.8 percent
Maximum Density .................................. 114.3 pounds per cubic foot
Rammer Type . .' ................................... Manual
Material Description ................................. Yellowish Brown and Oliv~
Gray Clayey Sand
Material Origin ..................................... On-site Subgrade (Lake) '
Moisture Preparation Procedure ' Air Dry
Liquid Limit ...................................... 28
Plastic Limit ...................................... 17
Plasticity Index . . .. ................................. 11
Percent Passing a No. 200 U.S. Sieve ...................... 33
Technician: K. Mc./L.G.
cc: Mr. Bill Anderson - Dowdy, Andez~on and As~:~ae.~, Inc.