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Vistas of C P2-LR 971112FUGRO- McCLELLAND (SOUTHWEST), INC. ■ GRO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 FIELD DENSITY REPORT CLIENT: Centex Homes REPORT DATE: November 12, 1997 PROJECT Vistas of Coppell, Phase 1 B & 2C Coppell Texas PROJECT NO.: 0771 - 2221 DATE PERFORMED: November 6, ,1997 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 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 23 1 8 inch water line, Willow Ridge Court, 97.7 22.4 95.4 Block E, Lot 18, 2 feet below grade 24 1 8 inch water line, Willow Ridge Court, 98.4 23.4 96.1 Block E, Lot 15, 1 foot below grade 25 1 8 inch water line, Willow Ridge Court, 99.5 21.5 97.2 Block E, Lot 4, 2 feet below grade 26 1 8 inch water line, Willow Ridge Court, 100.3 22.4 97.9 Block F, Lot 26, 1 foot below grade 27 1 8 inch water line, Willow Ridge Court, 101.4 21.3 99.0 Block F, Lot 24, 2 feet below grade 28 1 8 inch water line, Willow Ridge Court, 97.3 23.3 95.0 Block D, Lot 25, 1 foot below grade 29 1 8 inch water line, Willow Ridge Court, 100.2 22.1 97.9 Block D, Lot 15, 2 feet below grade 30 1 8 inch water line, Willow Ridge Court, 100.7 22.5 98.3 Block D, Lot 22, 1 foot below grade 31 1 18 inch RCP, Line C, 1 foot below grade 101.9 21.6 99.5 Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro - McClelland Technician FUGRO McCLELLAND (SOUTHWEST), INC. Checked by: S� �� SMH /mv Distribution: Centex Homes - Derek Earle City of Coppell - Garreth Campbell C. W. Young - Kenny Hafner