Lam Lee Add-LR000221February 21, 2000
ENGINEERING
Alice Lee CIO & TESTING, INC.
Realty Capital Corporation
1111 S. Main Street, Suite 200
Grapevine, Texas 76051
Project: Lam Lee
Work Date: 02-07-00
Project No: 00-014
Report No: 00-014.135
WO No.: 00-1210
Proctor P/U Date: 02-07-00
Moisture/Density Relationship of Soil
Material Description: Red Sandy Clay with gravel
Optimum Dry Density 118.0 Pounds
Optimum Moisture Content: 12.6 Percent
Liquid Limit: 32
Plastic Limit: 13
Plasticity Index: 19
SOILTECHENGINEERIbi,G AND TESTING, INC.
~J~mes M. Perdue
Materials Testing Manager .,
2502 Gravel Driv8 · Fort Worth, Texas 76118 · 817.595.0064 telephone · 817.589.7279 metro · 817.595.0708 fax