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Denton Tap L2R BA-LR010402FUGRO SOUTH, INC. ' 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620.-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Preston Engineering Report Date: April 2, 2001 PROJECT: Everybody Fits, Coppell, Texas Project No.' 0701-2035 SAMPLE DATE: March 20, 200'1 METHOD OF TEST: ASTM D-698(A) SAMPLE IDENTIFICATION' Sample Description: Light Gray Clay with sand and rock Sample Origin: Fronkfort Pit MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dr,/Density: (Ibs/cu ft) 95.5 Optimum Moisture Content (%): 29.4 ATTERBERG LIMITS: Liquid Limit: 44 Plastic Limit: 22 Plasticity Index: 22 GRAIN SIZE: Percent Passing (-200) Sieve: n/a Yancey Bivings Fugro South Technician FUGRO SOUTH INC. Reviewed By: SMH..'nl Distribution: Preston Engineering - Timothy D. McMahon, P.E. City of Coppell - Lee Stone ---F1JGRO FUGRO SOUTH, INC. ' 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8,301; Fax (972) 620..7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Preston Engineering Report Date: April 2, 2001 PROJECT: Everybody Fits. Coppell, Texas Project No,: 0701-2035 SAMPLE DATE' March 20, 2001 METHOD OF TEST: ASTM D-698(A) SAMPLE IDENTIFICATION: Sample Description: Tan Sandy Clay with calcareous nodules Sample Origin: Job site Pite MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs/cu ft) 106.3 Optimum Moisture Content (%): 18.0 ATTERBERG LIMITS: Liquid Limit: 38 Plastic Limit: 17 Plasticity Index: 21 GRAIN SIZE: Percent Passing (-200) Sieve: n!a Yancey Bivings Fugro South Technician FUGRO SOUTH INC. Reviewed By: -'-- SMH,".ql Distribut;on: Preston Engineering - Timothy D. McMahon, P.E. City of Coppell - Lee Stone