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Vistas of C P1-LR 970403 (2)FUGRO- McCLELLAND (SOUTHWE INC. GRO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 FIELD DENSITY REPORT CLIENT: Centex Homes 16 REPORT DATE April 3, 1997 PROJECT: Vistas of Coppell 2�, Coppell, Texas PROJECT NO.: 0761 -2148 DATE PERFORMEDcMarch 21, 1997 MOISTUREIDENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture 1 Medium brown silty clay with organics 102.4 20.5 2 Tan and gray silty clay with organics 107.2 17.0 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 60 1 8 -inch sewer line S -2, station 2 +00, 8 feet 98.1 24.2 95.8 below grade 61 1 8 -inch sewer line S -2, station 2 +00, 5 feet 98.7 24.7 96.4 below grade 62 1 8 -inch sewer line S -2, station 2 +00, 2 feet 100.5 23.3 98.1 below grade 63 1 8 -inch sewer line S -2, station 4 +50, 8 feet 99.6 25.4 97.3 below grade 64 1 8 -inch sewer line S -2, station 4 +50, 5 feet 101.1 24.2 98.7 below grade 65 1 8-inch sewer line S -2, station 4 +50, 2 feet 101.6 25.0 99.2 below grade 66 2 8 -inch sewer line S -4, station 2 +00, 7 feet 104.8 23.1 97.8 below grade 67 2 8 -inch sewer line S -4, station 2 +00, 4 feet 103.3 22.6 96.4 below grade 68 2 8-inch sewer line S -4, station 2 +00, 2 feet 106.0 22.1 98.9 below grade 69 1 8 -inch sewer line S -4, station 4 +50, 7 feet 99.3 25.1 97.0 below grade 70 1 8-inch sewer line S -4, station 4 +50, 4 feet 101.6 25.0 99.2 below grade 71 1 8 -inch sewer line S -4, station 4 +50, 2 feet 97.9 24.4 95.6 below grade 72 1 8 -inch sewer line S -4, station 6 +50, 7 feet 99.6 24.7 97.3 below grade 73 1 8 -inch sewer line S -4, station 6 +50, 4 feet 99.4 24.0 97.1 below grade ■ 6R0 FUGRO- McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 FIELD DENSITY REPORT CLIENT: Centex Homes F' REPORT DATE: April 3,1997 PROJECT: Vistas of Coppell ' Coppell, Texas PROJECT NO.: 0761 -2148 Page 2 DATE PERFORMED: March .21 <1997 . TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO, NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 74 1 8 -inch sewer line S -4, station 6 +50, 2 feet 101.1 22.6 98.7 below grade 75 2 4 -inch sewer lateral, block E, lot 32, 5 105.5 21.8 98.4 feet below grade 76 2 4 -inch sewer lateral, block E, lot 32, 2 106.1 22.0 99.0 feet below grade 77 1 4-inch sewer lateral, block E, lot 36, 5 99.0 24.6 96.7 feet below grade 78 1 4 -inch sewer lateral, block E, lot 36, 2 102.0 23.1 99.6 feet below grade Remarks: All densities meet project specifications unless otherwise noted. Ted Nicholas Fugro- McClelland Technician FUGRO- McCLELLAND (SOUTHWEST), INC. Checked b . SMH /br Distribution: Centex Homes - Derek Earle City of Coppell - Garreth Campbell - C. W. Young - Kenny Hafner FUGRO- McCLELLAND (SOUTHWEST), INC. ■ GRn z 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 FIELD DENSITY REPORT CLIENT: Centex Homes h REPORT DATE April 3, 1997 PROJECT Vistas of Coppell 2�, Coppell, Texas PROJECT NO.: 0761 -2148 DATE PERFORMEDi. Mamh 22,: MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pct) Optimum Moisture (%) 1 Medium brown silty clay with organics 102.4 20.5 2 Tan and gray silty clay with organics 107.2 17.0 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 79 1 8 -inch waterline, Waterview Drive, block 98.4 23.3 96.1 F, lot 38, 2 feet below grade 80 1 8 -inch waterline, Waterview Drive, block 101.6 22.0 99.2 F, lot 43, 1.5 feet below grade 81 1 8 -inch waterline, Rockcrest Drive, block 97.7 24.0 95.4 E, lot 22, 2 feet below grade 82 1 8 -inch waterline, Rockcrest Drive, block 99.1 23.4 96.8 E, lot 38, 1 foot below grade 83 1 8 -inch waterline, Croothaven Road, block 98.0 24.2 95.7 E, lot 37, 3 feet below grade 84 1 8 - inch waterline, Croothaven Road, block 98.4 24.0 96.1 E, lot 32, 2 feet below grade 85 2 45 -inch storm drain, line A, station 2 +00, 103.0 21.6 96.1 6 feet below grade 86 2 45 -inch storm drain, line A, station 2 +00, 103.8 21.4 96.8 4 feet below grade 87 2 45 -inch storm drain, line A, station 2 +00, 102.2 22.4 95.3 3 feet below grade 88 2 45 -inch storm drain, line A, station 2 +00, 105.5 19.8 98.4 1.5 feet below grade 89 1 39 -inch storm drain, line A, station 4 +50, 101.0 23.2 98.6 2.5 feet below grade FUGRO- McCLELLAND (SOUTHWEST), INC. ■ GRO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 FIELD DENSITY REPORT CLIENT: Centex Homes i� REPORT DATE: April 3,1997 PROJECT: Vistas of Coppell 21, Coppell, Texas PROJECT NO.: 0761 -2148 Page 2 DATE PERFORMED: March 22, '1997 TEST RESULTS TEST PROCTOR NO. NO. 90 1 LOCATION 27 -inch storm drain, line D, station 1 +50, 1 foot below grade UNIT DRY MOISTURE PERCENT OF WEIGHT CONTENT PERCENT MAXIMUM DENSITY 99.8 22.0 97.5 Remarks: All densities meet project specifications unless otherwise noted. Ted Nicholas Fugro - McClelland Technician FUGRO McCLELLAND (SOUTHWEST), INC. Checked b - SMH/br Distribution: Centex Homes - Derek Earle City of Coppell - Garreth Campbell C. W. Young - Kenny Hafner