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SC-Coppell HS-LR 991120
FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 MOISTUREIDENSlTY RELATIONSHIP OF SOILS CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: NNovember 20, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE:' November 12, 1999 METHOD OF TEST: ASTM D-698A SAMPLE IDENTIFICATION: Sample Description: Tan clayey sand and gravel Sample Origin: On site stockpile, Tennis Courts MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs/cu ft) 130.0 Optimum Moisture Content (%): 9.4 Bob Shea Fugro South Technician FUGRO SOUTH INC. Reviewed By: '~ ~--~~ SMH/mv Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. -- - 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: November 20, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: November'12,~ 1999 METHOD OF TEST: ASTM D-698A SAMPLE IDENTIFICATION: Sample Description: Brownish red silty sandy (select) Sample Origin: On site Stockpile, Tennis Courts MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs/cu ft) 117.3 Optimum Moisture Content (%): 10.7 ATTERBERG LIMITS: Liquid Limit: Non - Plastic Plastic Limit: Non - Plastic Plasticity Index: Non - Plastic GRAIN SIZE: Percent Passing (-200) Sieve: 11 Bob Shea Fugro South Technician FUGRO SOUTH INC. Reviewed By: -"~ (~ ~- , SMH/mv Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford