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SS9402-LR000113 (2)
January 13, 2000 City of Coppell Engineering Department Post Office Box 478 Coppell, Texas 75019 Project: Bethel Road Service Date:01-03-00 Project No: 99-270 Report No: 99-270.103 Moisture/Density Relationship of Soil Material Description: Medium Brown Sandy Clay with gravel Optimum Dry Density 106.0 Pounds Optimum Moisture Content: 18.0 Percent ENGINEERING & TESTING, INC. Liquid Limit: 47 Plastic Limit: 17 Plasticity Index: 30 SOILTECH ENGII~F_.E,R. ING,/,Z~D TESTING ~ ...... :- ' ~; '::"~? ;';',4')~;' ! L, ', ~ M. Perdue Materials Testing Manager INC. 2502 Gravel Drive. FortWorth Texas 76118o8175950064telephoneo8175897279metroo8175950708fax