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Coppell Greens 1-LR 980422FUGRO SOUTH, INC. FIELD DENSITY REPORT ',~~o ~~ ~~~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 CLIENT: Argun Development of Texas Inc, c/o Eastern Dev. REPORT DATE: April 22, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 1 DATE PERFORMED: Apri[! 7,.1'998 MOISTURElDENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture {°/a) 1 Yellowish brown and tan silty shaley clay 92.7 25.3 2 Light brow n shaley clay with gray shaley clay 86.8 29.3 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 357 1 8 inch sanitary sewer, Line B, station 90.0 26.6 97.1 10+00, 4 feet below grade 358 1 8 inch sanitary sewer, line B, station 90.1 25.6 97.2 10+50, 2 feet below grade 359 1 8 inch sanitary sewer, Line B, station 88.3 27.4 95.3 12+00, 4 feet below grade 360 1 8 inch sanitary sewer, Line B, station 89.3 26.3 96.3 12+50, 2 feet below grade 361 1 8 inch sanitary sewer, Line B, station 88.0 27.7 95.0 14+00, 3 feet below grade 362 1 8 inch sanitary sewer, Line B, station 89.8 26.3 96.9 14+50, 1 foot below grade 363 2 8 inch sanitary sewer, Line E, station 94.1 23.1 97.6 0+00, 6 feet below grade 364 2 8 inch sanitary sewer, Line E, station 92.1 25.1 95.5 1+00, 4 feet below grade 365 2 8 inch sanitary sewer, Line E, station 94.4 23.8 97.9 2+00, 2 feet below grade 366 1 8 inch sanitary sewer, Line F, station 90.5 25.9 97.6 0+50, 3 feet below grade 367 1 8 inch sanitary sewer, Line F, station 89.9 25.5 97.0 1+00, 2 feet below grade 368 1 8 inch sanitary sewer, Line F, station 90.5 24.2 97.7 1+50, 1 foot below grade 369 1 8 inch sanitary sewer, Line D, station 89.6 24.8 96.7 1+00, 8 feet below grade FUGRO SOUTH, INC. ~GRO 1 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: April 22, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 2 DATE PERFORMED: April';:7, 1'998 TEST RESULTS TEST PROC TOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. wE1GHT CONTENT PERCENT MAXIMUM DENSITY 370 1 8 inch sanitary sewer, Line D, station 88.0 26.7 95.0 1+50, 6 feet below grade 371 1 8 inch sanitary sewer, Line D, station 89.5 25.9 96.5 1+80, 4 feet below grade 372 1 8 inch sanitary sewer, Line D, station 88.9 25.4 95.9 2+00, 5 feet below grade 373 1 8 inch sanitary sewer, Line D, station 89.4 26.3 96.4 2+50, 3 feet below grade 374 1 8 inch sanitary sewer, Line D, station 89.6 25.2 96.7 3+00, 1 foot below grade 375 1 8 inch sanitary sewer, Line D1, station 88.8 26.6 95.8 1+00, 5 feet below grade 376 1 8 inch sanitary sewer, Line D1, station 88.8 25.9 95.8 2+00, 3 feet below grade 377 1 8 inch sanitary sewer, Line D1, station 89.8 25.4 96.9 2+80, 1 foot below grade 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