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Coppell Greens 1-LR 980504FUGRO SOUTH, INC. ~~ ~~~ ~~~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972)620-7328 FIELD DENSITY REPORT CLIENT: Argus Development of Texas Inc, Go Eastern Dev. REPORT DATE: May 4, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 1 DATE PERFORMED: April 17, 1998 MOISTURE/DENSITY 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 408 2 4 inch sanitary sewer, Block C, Lot 35, 93.5 23.3 97.0 Turnburt Lane, 4 feet below grade 409 4 4 inch sanitary sewer, Block C, Lot 36, 91.2 28.0 98.4 Turnburt Lane, 3 feet below grade 410 2 4 inch sanitary sewer, Block C, Lot 37, 92.1 25.3 95.5 Tumburt Lane, 2 feet below grade 411 4 4 inch sanitary sewer, Block C, Lot 38, 92.3 24.4 95.7 Tumburt Lane, 1 foot below grade 412 4 4 inch sanitary sewer, Block C, Lot 39, 89.1 27.6 96.1 Turnburt Lane, 4 feet below grade 413 4 inch sanitary sewer, Block C, Lot 40, 88.5 29.3 95.5 Turnburt Lane, 3 feet below grade 414 2 4 inch sanitary sewer, Block C, Lot 41, 94.4 23.3 97.9 Turnburt Lane, 2 feet below grade 415 2 4 inch sanitary sewer, Block C, Lot 42, 93.7 25.2 97.2 Turnburt Lane, 1 foot below grade 416 1 4 inch sanitary sewer, Block C, Lot 43, 90.1 27.9 97.2 Turnburt Lane, 4 feet below grade 417 1 4 inch sanitary sewer, Block C, Lot 44, 91.6 26.3 98.8 Tumburt Lane, 3 feet below grade 418 2 4 inch sanitary sewer, Block C, Lot 45, 95.4 23.4 99.0 Turnburt Lane, 2 feet below grade 419 1 4 inch sanitary sewer, Block C, Lot 46, 89.5 28.6 96.5 Turnburt Lane, 1 foot below grade 420 1 4 inch sanitary sewer, Block B, Lot 8, 88.7 29.1 95.7 Turnburt Lane, 4 feet below grade 421 2 4 inch sanitary sewer, Block B, Lot 9, 93.9 25.5 97.4 Turnburt Lane, 3 feet below grade 422 2 4 inch sanitary sewer, Block B, Lot 10, 94.1 24.5 97.6 Tumburt Lane, 2 feet below grade 423 2 4 inch sanitary sewer, Block B, Lot 11, 95.5 22.9 99.1 Turnburt Lane, 1 foot below grade 424 1 4 inch sanitary sewer, Block B, Lot 12, 91.5 24.9 98.7 Turnburt Lane, 4 feet below grade FUGRO SOUTH, 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: May 4, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO .: 0771-2275 Page 2 DATE.PERFORMED:. Apri!' 17, 1998 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CO NTENT PERCENT MA XIMUM DENSITY 425 1 4 inch sanitary sewer, Block B, Lot 13, 89.2 27.8 96.2 Turnburt Lane, 3 feet below grade 426 1 4 inch sanitary sewer, Block B, Lot 14, 2 91.9 28.3 99.1 feet below grade 427 1 4 inch sanitary sewer, Block B, Lot 15, 1 92.3 26.4 99.6 foot below grade 428 2 4 inch sanitary sewer, Block D, Lot 1, 95.8 23.6 99.4 Fallkirk Drive, 4 feet below grade 429 1 4 inch sanitary sewer, Block D, Lot 2, 3 90.6 25.7 97.7 feet below grade 430 1 4 inch sanitary sewer, Block D, Lot 3, 2 88.0 29.1 95.0 feet below grade 431 2 4 inch sanitary sewer, Block D, Lot 4, 2 94.9 24.4 98.4 feet below grade 432 2 4 inch sanitary sewer, Block D, Lot 5, 1 95.5 23.0 99.1 foot below grade 433 1 4 inch sanitary sewer, Block D, Lot 6, 4 89.7 27.9 96.8 feet below grade 434 1 4 inch sanitary sewer, Block D, Lot 7, 3 87.9 29.2 95.0 feet below grade 435 1 4 inch sanitary sewer, Block D, Lot 8, 94.3 24.4 97.8 Fallkirk Drive, 1 foot below grade Remarks: All densities meet project specifications unless otherwis e noted. Burl Cooper Fugro South Technician FUGRO SOUTH, INC. Checked by: SMH/mv Distribution: Eastern Development Inc. -Preston Skaggs Metro-Pfex Excavating -Paul Bosco City of Coppell -Larry Davis s~`~