Loading...
Coppell Greens 1-LR 980501FUGRO 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: May 1, 1998 PR0.IE CT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO .: 0771-2275 Page 1 DATE PERFORMED: April 15, 1998 MOISTURE/DENSITY R ELATIONS 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 CO NTENT PERCENT MA XIMUM DENSITY 390 1 8 inch sanitary sewer, Line C1, station 92.3 24.8 99.6 0+50, 6 feet below grade 391 1 8 inch sanitary sewer, Line C1, station 87.8 28.6 95.0 0+55, 4 feet below grade 392 1 8 inch sanitary sewer, Line C1, station 90.5 26.1 97.6 0+60, 2 feet below grade 393 1 8 inch sanitary sewer, Line C2, station 88.8 27.7 95.8 0+75, 5 feet below grade 394 1 8 inch sanitary sewer, Line C2, station 88.9 28.7 96.0 0+80, 3 feet below grade 395 1 8 inch sanitary sewer, Line C2, station 88.8 27.1 95.8 0+85, 1 foot below grade 396 1 4 inch sanitary sewer, Block C, Lot 16, 90.4 27.9 97.5 Kilbridge Lane, 4 feet below grade 397 1 6 inch sanitary sewer, Block C, Lot 17, 89.4 26.7 96.4 Kilbridge Lane, 3 feet below grade 398 1 6 inch sanitary sewer, Block C, Lot 18, 89.1 27.8 96.1 Kilbridge Lane, 2 feet below grade 399 1 4 inch sanitary sewer, Block C, Lot 19, 87.8 29.3 95.0 Kilbridge Lane, 1 foot below grade 400 1 4 inch sanitary sewer, Block C, Lot 20, 90.7 27.0 97.8 Kilbridge Lane, 4 feet below grade 401 1 4 inch sanitary sewer, Block C, Lot 20, 90.7 26.5 97.8 Kilbridge Lane, 3 feet below grade 402 1 4 inch sanitary sewer, Block C, Lot 21, 88.0 29.1 95.0 Kilbridge Lane, 2 feet below grade 403 1 4 inch sanitary sewer, Block C, Lot 22, 91.5 26.0 98.7 Kilbridge Lane, 1 foot below grade FUGRO SOUTH, INC. FIELD DENSITY REPORT ~GRO ~~ ~~~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 4848301; Fax (972) 620-7328 CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: May 1, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 2 DATE PERFORNtED: April 15, '998' TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 404 1 4 inch sanitary sewer, Block C, Lot 31, 88.9 28.6 95.9 Turnbart Lane, 4 feet below grade 406 1 4 inch sanitary sewer, Block C, Lot 33, 89.7 27.2 96.8 Turnbart Lane, 2 feet below grade 407 1 4 inch sanitary sewer, Block C, Lot 34, 89.0 27.9 96.0 Turnbart Lane, 1 foot below grade Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro South Technician FUGRO SOUTH, INC. Checked by: C l 1\ ~~ SMH/mv Distribution: Eastern Development Inc. -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis