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SC-Coppell HS-LR 990812
FUGRO SOUTH, INC. ~ 2860 Vir9o Lane: Dallas, Texas 75229 Ph (972) 484-8301: Fax (972) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Coppell lSD, cJo Dal - Mac Construction Co. REPORT DATE: August 12, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 3, 1999 METHOD OF TEST: ASTM D-698(A) SAMPLE IDENTIFICATION: Sample Description: Tan silty sandy clay with limestone fragments and calcareous nodules Sample Origin: On-site MOISTUREIDENSlTY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs/cu ft) 102.3 Optimum Moisture Content (%): 17.1 ATTERBERG LIMITS: Liquid Limit: 49 Plastic Limit: 19 Plasticity Index: 30 Michael Overstreet Fugro South Technician FUGRO SOUTH INC. Reviewed By: "~'~- '""~f--~..-, : SMH/bg Distribution: DaI-Mac Construction - Jason/Lillard City of Coppell - Larry Davis-" Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Terry Hoyle JRJ Paving - Jeff Williford