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Coppell Greens 1-LR 980505FUGRO SOUTH, INC. ~6RiD ~~ ~~~ 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 5, 1998 PROJE CT: Coppell Greens, Phase I, Coppell, Texas PR0.IECT NO .: 0771-2275 Page 1 DATE PERFORMED: April' 20, 1998 MOISTURE/DENSITY R ELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture {%) 1 Dark brow n and yellowish brown silty clay with 93.3 26.8 organics 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 MA XIMUM DENSITY 436 1 4 inch sanitary sewer, Block E, Lot 1, 92.5 25.0 99.1 Kilmichael Drive, 4 feet below grade 437 1 4 inch sanitary sewer, Block E, Lot 2, 90.9 26.4 97.4 Kilmichael Drive, 3 feet below grade 438 1 4 inch sanitary sewer, Block E, Lot 3, 90.4 25.8 97.0 Kilmichael Drive, 2 feet below grade 439 1 4 inch sanitary sewer, Block E, Lot 4, 89.1 26.6 95.5 Kilmichael Drive, 1 foot below grade 440 1 4 inch sanitary sewer, Block E, Lot 5, 89.6 25.2 96.0 Kilmichael Drive, 3 feet below grade 441 1 4 inch sanitary sewer, Block E, Lot 6, 88.7 26.7 95.1 Kilmichael Drive, 2 feet below grade 442 1 4 inch sanitary sewer, Block E, Lot 71, 89.8 25.9 96.2 Kilmichael Drive, 1 foot below grade 443 2 4 inch sanitary sewer, Block A, Lot 11, 84.5 30.4 97.4 Applecross Court, 4 feet below grade 444 2 4 inch sanitary sewer, Block A, Lot 12, 83.3 33.1 96.0 Applecross Court, 3 feet below grade 445 2 4 inch sanitary sewer, Block A, Lot 13, 84.7 31.5 97.6 Applecross Court, 2 feet below grade 446 2 4 inch sanitary sewer, Block A, Lot 14, 84.8 32.3 97.7 Applecross Court, 1 foot below grade 447 2 4 inch sanitary sewer, Block A, Lot 15, 83.7 32.3 96.4 Applecross Court, 2 feet below grade 448 2 4 inch sanitary sewer, Block A, Lot 16, 84.1 31.1 96.9 Applecross Court, 1 foot below grade FUGRO SOUTH, INC. ~GRO . ~~ ~~~ ~~~ 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 5, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO .: 0771-2275 Page 2 DATE PERFORMED: April 20, 1998 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CO NTENT PERCENT MAXIMUM DENSITY 449 2 4 inch sanitary sewer, Block A, Lot 1, 85.4 29.6 98.4 Fallkirk Court, 4 feet below grade 450 2 4 inch sanitary sewer, Block A, Lot 2, 84.8 31.4 97.7 Fallkirk Court, 3 feet below grade 451 2 4 inch sanitary sewer, Block A, Lot 3, 86.5 30.2 99.7 Fallkirk Court, 2 feet below grade 452 2 4 inch sanitary sewer, Block A, Lot 6, 84.4 32.6 97.2 Fallkirk Court, 1 foot below grade 453 1 4 inch sanitary sewer, Block A, Lot 7, 89.3 28.6 95.7 Fallkirk Court, 2 feet below grade 454 2 4 inch sanitary sewer, Block B, Fallkirk 83.7 33.1 96.4 Court, 1 foot below grade Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro South Technician FUGRO SOUTH, INC. Checked by: C~~'? SMH/mv Distribution: Eastern Development Inc. -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis