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SC-Coppell HS-LR000320
FUGRO SOUTH, INC. 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: March 20, 2000 Coppell High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208 DATE PERFORMED: March 14, 2000 J Density Test Method: Number 1 Description Medium brown silty clayey sand with gravel (select) ASTM D-2922 & 3017 MOISTURE/DENSITY RELATIONS Material Maximum Dry Density (pcf) 123.0 LOCATION Court #1final Court #2final Court #5final Court #6 final Court #7 final Court#-8final Court#9final Court #10, final Court #11,final 1 Tennis Court Court #12, final All densities meet project specifications unless otherwise Method of Compaction: ASTM D-698 Proctor Results Optimum Moisture (%) 11,0 TEST RESULTS UNIT DRY MOISTURE PERCENT OF WEIGHT CONTENT PERCENT MAXIMUM DENSITY 120.9 14.6 98.3 122.6 12.5 99.7 119.7 15.6 97.3 118.6 16.0 96.4 120.5 14.3 98.0 123.6 11.2 100.5 122.4 12.4 99.5 122.0 12.7 99.2 122.5 12.8 99.6 119.3 15.6 97.0 TEST PROCTOR NO. NO. 186 1 Tennis Cou~ 187 1 Tennis CouA 188 1 Tennis CouR 189 1 Tennis Cou~ 190 1 Tennis Cou~ 191 1 Tennis Court ~ 192 1 Tennis Court, '1'93 1 Tennis Court 194 1 Tennis Court 195 Remarks: 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: