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SC-Coppell HS-LR000223
FUGRO SOUTH, INC. IRa CLIENT: PROJECT: 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: February 23, 2000 Coppell High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208 Density Test Method: Number 1 2 DATE PERFORMED: ASTM D-2922 & 3017 MOISTURE/DENSITY RELATIONS Material Description Red brown sandy clay Brown silty sandy clay with gray shale fragments and some gravel Method of Compaction: ASTM D-698 Proctor Results Maximum Dry Density (pcf) Optimum Moisture (%) 118.6 12.4 114.7 12.4 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 135 2 Tennis Courts, Court #7, natural 112.6 14.8 98.2 ' 136 2 Tennis Courts, Court #8, natural 110.8 15.2 96.7 137 2 Tennis Courts, Court #9, natural 113.8 13.8 99.2 138 2 Tennis Courts, Court #10, natural 112.5 14.6 98.1 139 2 Tennis Courts, Court #11, natural 112.7 14.2 98.3 140 2 Tennis Courts, Court #12, natural 114.9 12.8 100.2 141 1 Tennis Courts, Court #5, 4th lift 115.8 15.5 97.6 142 I Tennis Courts, Court #6, 4thlift 116.5 14.6 98.2 Remarks: All densities meet project sPecifications unless otherwise noted. David Putman Fugro South Technician FUGRO SOUTH INC. SMH/bg 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 Reviewed By: ~ ~ .