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Castlebury-LR 990405FUGRO SOUTH, INC. 28~0 Virgo Lane; Dallas, Texa~ 75229 Ph (972) 484-8301; Fax (972) 620-7323 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Ryland Homes PROJECT: Castiedury Drive, Coppell, Texas REPORT DATE: Apri~ S, 1999 PROJECT NO: 0791-2019 SAMPLE DATE: MarCh 25, 1999 METHOD OF TEST: ASTM D-698A SAMPLE IDENTIFICATION: Sample Description: Sample Origin: Dark brown clay lime treated Castlebury Court, station 6+02 MOISTURE/DENSITY: Preparation Procedure: Rammer Description: Maximum Dry Density: (Ibs/cu ft) Optimum Moisture Content (%): Moist Mechanical 89.7 28.4 Thomas Cranford Fugro South Technician FUGRO SOUTH INC. SMH/mv Distribution: Reviewed By:~ Ryland Homes - Mark Gaines City of Coppell - Larry Davis Goodwin & Marshall - David Gregory Site Concrete - Melissa Uselding FUGRO SOUTH, INC. 2880 v~o lane; Dall~. Tex~ ?5229 Ph (972) 484-8301: Fax (972) 620-7328 LIME STABILIZED SOIL PULVERIZATION REPORT CLIENT: PROJECT: Ryland Homes C, astlal3ury Drive, Coppetl, Texas REPORT DATE: Apra 5, 1999 PROJECT NO: 0791-2019 Contractors on Site: site Concrete Remarks: Pulverization/Gradation tests were performed. Locations and results are listed balow: LIME STABILIZED SOIL PULVERIZATION TEST RESULTS Location I Castlebury Court, station 3+50 2 Castlebury Court, station 6+02 3 Castlebury, Alley, station 3+00 Percent Passing Percent Passing I 3/4" Sieve #4 Sieve 100 72 100 75 100 78 Project Requirements: Minimum 100% Minimum 60% SPECIFICATIONS: SDHPT Item 260.4 (1972)#4 Sieve SDHPT Item 260.4 (1982){3/4" Sieve Bob Shea Fugro South Technician FUGRO SOUTH, INC. Reviewed By: SMH/mv Distribution: Ryland Homes - Mark Gaines City of Coppell - Larry Davis Goodwin & Marshall - David Gregory Site Concrete - Melissa Usalding