Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Coppell Greens 1-LR 980224
GRO G~ FUGRO-McCLELLAND (SOUTHWEST), INC. ~-` 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc., c/o Eastern Dev. REPORT DATE: February 24, 1998 PR0.IECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 DATE' PERFORMED: February 11; 1998 MOISTURElDENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture (%) 1 Yellowish brown and tan silty shaley clay 92.7 25.3 TEST RESULTS TEST PROCTOR LOCATION NO. NO. 294 1 Fallkirk Drive, station 1+00, 1st lift /final 295 1 Fallkirk Drive, station 12+00, 1st lift /final 296 1 Fallkirk Drive, station 13+00, 1st lift /final 297 1 Fallkirk Drive, station 14+00, 1st lift /final 298 1 Fallkirk Drive, station 15+00, 1st lift /final 299 1 Dalmalley Lane, station 6+50, 1st lift J final 300 1 Dalmalley Lane, station 7+50, 1st lift /final 301 1 Dalmalley Lane, station 8+50, 1st lift /final 302 1 Dalmalley Lane, station 9+50, 1st lift /final 303 1 Kilbridge Lane, station 21+00, 1st lift /final 304 1 Kilbridge Lane, station 20+00, 1st lift /final 305 1 Kilbridge Lane, station 19+00, 1st lift /final 306 1 Kilbridge Lane, station 18+00, 1st lift /final 307 1 Kilbridge Lane, station 17+00, 1st lift /final UNIT DRY MOISTURE PERCENT OF WEIGHT CONTENT PERCENT MAXIMUM DENSITY 90.5 26.6 97.6 89.3 27.5 96.3 89.9 25.5 97.0 88.7 26.5 95.7 90.5 27.4 97.6 89.3 25.4 96.3 88.4 28.6 95.4 91.4 28.7 98.6 91.4 25.8 98.6 89.3 26.1 96.3 89.6 26.8 96.7 89.8 28.5 96.9 88.8 27.8 95.8 88.4 27.0 95.4 Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: --_..~ SMH/mv Distribution: Eastern Development Inc. -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis