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Lam Lee Add-LR000209 (2)
ENGINEERING & TES'RNG, INC. February 9, 2000 Scott & Reed 12221 Meritt Dr. Suite 250 Dallas, Texas 75251 Project: Lam Lee Work Date: 02-04-00 Project No: 00-014.111 WO No.: 00-1191 Moisture/Density Relationship of Soil Material Description: Light Brown Sandy Clay Optimum Dry Density: 124.6 Pounds Optimum Moisture Content: 10.2 Percent Liquid Limit: 21 Plastic Limit: 12 Plasticity Index: 09 SOILTECH ENGINEERING AND TESTING, INC. ~M~Perdu~ A~--~ Materials Testing Manager 2502 Gravel Drive o Fort Worth, Texas 76118 · 817.595.0064 telephone · 817.589.7279 metro ° 817.595.0708 fax