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Lam Lee Add-LR000128
January 28,2000 Scott & Reed Contractor ENGINEERING 12221 Meritt Drive, Suite 250 & TESTING, INC. Dallas, Texas 75251 Project: Lam Lee Work Date: 01-21-00 Project No: 00-014.100 WO No.: 00-1117C Proctor P/U Date: 01-21-00 Moisture/Density Relationship of Soil Material Description: Orange Brown Sandy Clay Optimum Dry Density: 123.2 Pounds Optimum Moisture Content: 11.6 Percent Liquid Limit: 28 Plastic Limit: 14 Plasticity Index: 14 SOILTECH ENGINEERING AND TESTING, INC. Xd..~es M. Perdue Materials Testing Maria§er 2502 Gravel Drive · Fort Worth, Texas 76118 · 817,595.0064 telephone · 817.589.7279 metro · 817,595.0708 fax'