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Lam Lee Add-LR000131
January 31,2000 ENGINEERING Scott & Reed Contractor & TESTING, INC. 12221 Meritt Drive, Suite 250 Dallas, Texas 75251 Project: Lam Lee Work Date: 01-21-00 Project No: 00-014.102 WO No.: 00-1117A1 Proctor P/U Date: 01-21-00 Moisture/Density Relationship of Soil Material Description: Brown Clay Optimum Dry Density: 103.4 Pounds Optimum Moisture Content: 18.8 Percent Liquid Limit: 65 Plastic Limit: 23 Plasticity Index: 42 SOILTECH ENGINEERING AND TESTING, INC. a~es M. Perdue Materials Testing Manager 2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595.0064 telephone · 817.589.7279 metro · 817.595.0708 fax