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Coppell Greens 1-LR 980603FUGRO SOUTH, INC. FIELD DENSITY REPORT ~taR0 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 CLIENT: Argus Development of Texas Inc, clo Eastern Dev. REPORT DATE: June 3, 1998 PROJE CT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO .: 0771-2275 Page 1 DATEPERFORMED May '[3, 'f998 MOISTUREIDENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture (%) 1 Yellowish brawn and tan silty shaley clay 92. 7 25.3 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MA XIMUM DENSITY 500 1 8 inch water line, Kilbridge Lane, station 90.8 25.3 98.0 27+98, 3 feet below grade 501 1 8 inch water line, Kilbridge Lane, station 88.1 28.5 95.0 27+00, 2 feet below grade 502 8 inch water line, Kilbridge Lane, station 92.5 24.6 99.8 26+00, 1 foot below grade 503 1 8 inch water line, Kilbridge Lane, station 89.9 27.3 97.0 25+00, 3 feet below grade 504 1 8 inch water line, Kilbridge Lane, station 90.1 26.0 97.2 24+00, 2 feet below grade 505 1 8 inch water line, Kilbridge Lane, station 87.7 28.8 95.0 23+00, 1 foot below grade 506 1 8 inch water line, Kilbridge Lane, station 90.9 25.2 98.1 22+00, 3 feet below grade 507 1 8 inch water line, Kilbridge Lane, station 89.4 27.5 96.4 21+00, 2 feet below grade 508 1 8 inch water line, Kilbridge Lane, station 89.7 26.3 96.8 20+00, 1 foot below grade 509 1 8 inch water line, Kilbridge Lane, station 89.5 28.0 96.5 19+00, 3 feet below grade 510 1 8 inch water line, Kilbridge Lane, station 90.3 25.6 97.4 18+00, 2 feet below grade 511 1 8 inch water line, Kilbridge Lane, station 88.9 26.9 95.9 17+00, 1 foot below grade 512 1 8 inch water line, Kilbridge Lane, station 87.8 28.2 95.0 16+00, 2 feet below grade FUGRO SOUTH, INC. FIELD DENSITY REPORT ~GRO . ~~, ~~~ ~~~~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: June 3, 1998 PROJECT: Coppell Greens, Phase 1, Coppell, Texas PROJECT NO.: 0771-2275 Page 2 DATE:PERFORMED:: May 1'3, '1998 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 513 1 8 inch water line, Kilbridge Lane, station 90.2 15+00, 1 foot below grade 25.9 97.3 Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro South Technician FUGRO SOUTH, INC. Checked by: ~T~ SMH/mv Distribution: Eastem Development Inc. -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis