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SC-CFBISD Riverchase-LR 990714
FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Carollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: July 14, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 METHOD OF TEST: ASTM D-698 SAMPLE IDENTIFICATION: Sample Description: Sample Origin: Tan clay On-site MOISTURE/DENSITY: Preparation Procedure: Rammer Description: Maximum Dry Density: (Ibs/cu ft) Optimum Moisture Content (%): Moist Mechanical 108.9 16.3 ATTERBERG LIMITS: Liquid Limit: Plastic Limit: Plasticity Index: 36 12 24 GRAIN SIZE: Percent Passing (-200) Sieve: n/a David Putman Fugro South Technician FUGRO SOUTH INC. Reviewed By: ~. SMH/br Distribution: DaI-Mac Construction - Jason Lillard City of Coppell - Larry Davis / Carrollton-Farmers Branch lSD SHW Group - Joe Craddock SHW Group - Terry Hoyle FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 CLIENT: PROJECT: MOISTURE/DENSITY RELATIONSHIP OF SOILS Carollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: July 14, 1999 Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 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: ASTM D-698 Mix of tan sandy clay and dark brown sandy clay On-site Moist Mechanical 112.7 15.1 28 12 16 David Putman Fugro South Technician FUGRO SOUTH INC. SMH/bg Distribution: Reviewed By: Dal-Mac Construction - Jason Lillard City of Coppell - Larry Davis Carrollton-Farmers Branch lSD SHW Group - Joe Craddock SHW Group - Terry Hoyle FUGRO SOUTH, INC. CLIENT: PROJECT: 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS Carollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: July 14, 1999 Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE'DATE: ~t¥ 6, 1999 METHOD OF TEST: SAMPLE IDENTIFICATION: Sample Description: Sample Origin: MOISTURE/DENSITY: Preparation Procedure: Rammer Description: Maximum Dry Density: (Ibs/cu fi) Optimum Moisture Content (%): ATTERBERG LIMITS: Liquid Limit: Plastic Limit: Plasticity Index: ASTM D-698 Dark brown sandy clay On-site Moist Mechanical 118.4 12.4 21 9 12 David Putman Fugro South Technician FUGRO SOUTH INC. SMH/bg Distribution: Reviewed By: DaI-Mac Construction - Jason Lillard City of Coppell - Larry Davis Carrollton-Farmers Branch lSD SHW Group - Joe Craddock SHW Group - Terry Hoyle