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Stratford Manor-LR 990419FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 CLIENT: PROJECT: FIELD DENSITY REPORT Huie Construction Co. Stratford Manor, Coppell, Texas REPORT DATE: April 19, 1999 PROJECT NO.: 0791-2064 DATE PERFORMED: April 13, 1999 Density Test Method: Number 1 TEST NO. 18 19 Remarks: Description Medium brown, dark gray shale clay TEST RESULTS PROCTOR LOCATION UNIT DRY NO. WEIGHT 1 Block A, Lot 6, natural 89.1 1 Block A, Lot 7, natural 87.9 All densities meet project specifications unless otherwise noted. ASTM D-2922 & 3017 Method of Compaction: ASTM D-698 MOISTURE/DENSITY RELATIONS Material Proctor Results Maximum Dry Density (pcf) Optimum Moisture (%) 92.3 25.4 MOISTURE PERCENT OF CONTENT PERCENT MAXIMUM DENSITY 26.7 96.5 28.1 95.2 Mike Flute Fugro South Technician FUGRO SOUTH INC. Reviewed By: SMH/mv Distribution: Huie Construction Co. - David A. Whitsett Alton Loyd, inc. - Preston Skaggs FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 CLIENT: PROJECT: MOISTURE/DENSITY RELATIONSHIP OF SOILS Huie Construction Co. REPORT DATE: April 19, 1999 Stratford Manor, Coppell, Texas PROJECT NO: 0791-2064 SAMPLE DATE: April 13, 1999 METHOD OF TEST: SAMPLE IDENTIFICATION: Sample Description: Sample Origin: MOISTURE/DENSITY: Preparation Procedure: Rammer Description: Maximum Dry Density: (Ibs/cu ft) Optimum Moisture Content (%): ATTERBERG LIMITS: Liquid Limit: Plastic Limit: Plasticity Index: GRAIN SIZE: Percent Passing (-200) Sieve: ASTM D-698A Reddish light brown sandy clay Import Moist Mechanical 110.1 16.2 28 15 13 n/a Mike Flute Fugro South Technician FUGRO SOUTH INC. Reviewed By: SMH/mv Distribution: Huie Construction Co. - David A. Whitsett Alton Loyd, Inc. - Preston Skaggs