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Vistas of C P2-LR 980209
FUGRO- McCLELLAND (SOUTHWEST), INC. N ■ G� 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Centex Homes REPORT DATE February 9, 1998 PROJECT: Vistas of Coppell, Phase 1B &2C Coppell, Texas PROJECT NO: 0771 -2221 SAMPLE DATE: January 28,:1998 METHOD OF TEST: ASTM D -698A SAMPLE IDENTIFICATION: Sample Description: Sample Origin: MOISTURE /DENSITY: Preparation Procedure: Rammer Description: Maximum Dry Density: (lbs /cu ft) Optimum Moisture Content ( %): Dark brown clay sand (lime treated) Willow Ridge Court, station 4 +00 Moist Mechanical 104.9 19.0 ATTERBERG LIMITS: Liquid Limit: Plastic Limit: Plasticity Index: GRAIN SIZE: Percent Passing ( -200) Sieve: n/a William Freeze Fugro - McClelland Technician FUGRO- McCLELLAND (SOUTHWEST), INC. Checked by: SMH /mv Distribution: Centex Homes - Robert Poole C W Young - Kenny Halfner City of Coppell - Garreth Campbell -- 4W