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Coppell Greens 1-LR 980526
FUGRO SOUTH, INC. ~fG(RO 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 Eastem Dev. REPORT DATE: May 26, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 DATE. PERFORMED:: May:12, 1-998 MOISTUREIDENSITY 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 UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 492 1 8x5 RCP, Line D, station 0+55, 4 feet 91.4 26.6 98.6 below grade 493 1 8x5 RCP, Line D, station 0+65, 3 feet 91.2 25.9 98.4 below grade 494 1 8x5 RCP, Line D, station 0+75, 2 feet 88.5 28.9 95.5 below grade 495 1 8x5 RCP, Line D, station 0+85, 4 feet 89.2 27.6 95.2 below grade 496 1 8x5 RCP, Line D, station 2+00, 3 feet 90.0 25.8 97.1 below grade 497 1 8x5 RCP, Line D, station 2+20, 2 feet 89.6 26.8 96.7 below grade 498 1 8x5 RCP, Line D, station 2+50, 1 foot 89.5 27.4 96.5 below grade 499 1 8x5 RCP, Line D, station 3+00, 3 feet 88.1 28.7 95.0 below grade Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro South Technician FUGRO SOUTH, INC. Checked by: -~--- SMH/mv Distribution: Eastem Development Inc. -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis