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SS9402-LR000103
Januaw 3,2000 City of Coppell Engineering Department Post Office Box 478 Coppell, Texas 75019 ENGINEERING & TESTING, INC. Project: Bethel Road Work Date: 01-03-00 Project No: 99-270.100 Work Order No.: 00-1007 Moisture/Density Relationship of Soil Material Description: Dark Brown Clay Optimum Dry Density: 104.8 Pounds Optimum Moisture Content: 17.6 Percent Liquid Limit: 46 Plastic Limit: 17 Plasticity Index: 29 SOILTECH ENGINEERING AND TESTING, INC. ~k, Jar~es M. Perdue ",,~ffterials Testing Manager 2502 Gravel Drive · Fort Worth, Texas 76118 · 817 5950064 telephone · 8175897279 metro · 817 595 0708 fax