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Deer Run-LR 991207
d FUGRO SOUTH, INC. METHOD OF TEST: 15-rezo-QA. 4( 5 O STRE /DEN CLIENT: R PROJE Deer Run, Coppell, Te as SAMPLE IDENTIFICATION: Sample Description: Sample Origin: ATTERBERG LIMITS: Liquid Limit: 43 Plastic Limit: 19 Plasticity Index: 24 Skip Martin Fugro South Technician SAMPL MOISTURE /DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs /cu ft) 100.2 Optimum Moisture Content 21.0 SMH /bg Distribution: Ryland Homes Fred Phillips City of Coppell Garth Campbell' F.Clark Jimmy Clack ITY RELATIONSHIP OF SOILS TE: November 22, 1999 ASTM D- 698(A) Dark Brown Very Silty Clay 1 foot to 2 feet depth on -site FUGRO SOUTH INC. 7 .1 r 11 G 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 REPORT DATE: December 7, 1999 PROJECT NO: 0791 -2308 Reviewed By: Th.) FUGRO SOUTH, INC. CLIENT: Ryland Homes PROJECT: Deer Run, Coppell, Texas SAMPLE DATE: November 22, 1999 METHOD OF TEST: MOISTURE /DENSITY RELATIONSHIP OF SOILS SAMPLE IDENTIFICATION: Sample Description: Sample Origin: ATTERBERG LIMITS: Liquid Limit: 34 Plastic Limit: 16 Plasticity Index: 18 Skip Martin Fugro South Technician SMH/bg Distribution: Ryland Homes Fred Philips City of Coppell Garth Campbell F.Clark Jimmy Clack ASTM D- 698(A) MOISTURE /DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs /cu ft) 104.0 Optimum Moisture Content 19.0 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 REPORT DATE: December 7, 1999 PROJECT NO: 0791 -2308 Medium Brown Silty Clay with some Olive Gray Mix On -site at 3 feet, 5 feet depth FUGRO SOUTH INC. Reviewed By: FUGRO SOUTH, INC. CLIENT: Ryland Homes PROJECT: Deer Run, Coppell, Texas SAMPLE DATE: November 22, 1999 METHOD OF TEST: MOISTURE /DENSITY RELATIONSHIP OF SOILS SAMPLE IDENTIFICATION: Sample Description: Sample Origin: ATTERBERG LIMITS: Liquid Limit: 42 Plastic Limit: 17 Plasticity Index: 25 Skip Martin Fugro South Technician SMH /bg Distribution: Ryland Homes Fred Phillips City of Coppell Garth Campbell F.Clark Jimmy Clack ASTM D- 698(A) MOISTURE /DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs /cu ft) 104.3 Optimum Moisture Content 18.3 REPORT DATE: December 7, 1999 PROJECT NO: 0791 -2308 Olive Gray Very Silty Shaley Clay On -site at 5 feet to 8 feet depth FUGRO SOUTH INC. Reviewed By: "Zri faRO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 FUGRO SOUTH, INC. MOISTURE /DENSITY RELATIONSHIP OF SOILS CLIENT: Ryland Homes PROJECT: Deer Run, Coppell, Texas SAMPLE DATE: November 22, 1999 METHOD OF TEST: SAMPLE IDENTIFICATION: Sample Description: Sample Origin: ATTERBERG LIMITS: Liquid Limit: Plastic Limit: Plasticity Index: GRAIN SIZE: Percent Passing -200) Sieve: 5 Skip Martin Fugro South Technician SMH /bg Distribution: Ryland Homes Fred Phillips City of Coppell Garth Campbell F.Clark Jimmy Clack ASTM D- 698(A) MOISTURE /DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs /cu ft) 106.7 Optimum Moisture Content 8.0 Non Plastic FUGRO SOUTH INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 REPORT DATE: December 7, 1999 PROJECT NO: 0791 -2308 Reddish and Yellowish Tan Sand 8 feet 11 feet on -site Reviewed By: Ti)