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St Andrews Manor-LR011017 (2)
Hooper Engineering Laboratories, Inc. 2870 Walnut Hill Lane Dallaa , Texas 75229 (214) 351.6419 Clien~~Builde Date: 17 October 2001 I~ . { . St. Andrews Han~'~Storm Drainage, Sanitary roje~ Sewer ~~mprovements,'Coppell, TX ~JOb NO' 01.1026 I~oil Description: On-Site Fill Dark Grey Sandy Clay, Maximum Denaity : 94.0. pcf Liquid Limit : 41..6 Optimum Moiature: 19.5% Plasticity Index : 24.3 Diatribution: (1) The Holmes Builders, Inc. (.1)~ City of Coppell MOISTURE- DENSITY RELATIONSHIPASTM D698 O 110 O O 100 3 90 O ! ~ S0 70 10 20 30 Moisture Content - percent Hooper Engineering Laboratories, Inc. 2870 Walnut Hill Lane Delia. , Texas 75229 (214) 351.6419 Client: The Holmes Builders, Inc. Date: _12 Octob.er 2~01 St. Andrews Manor-Storm Drainage, Sanitary Project: Sewer & Water Improvements, Coppell, TX lJob No: 01.-1076 Soil Description: On-Site Fill Reddish grown Clayey Sand Maximum Density : 111.0 pcf Liquid Limit : 19.8 Optimum Moisture : 13.0% Plasticity Index : 4,3 Distribution: (1) The Holmes Builders, !nc. (!). City of Coppell MOISTURE- DENSITY RELATIONSHIPASTM D698 130 120 110 100 90 5 15 25 Moisture Content - percent