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LOG OF TEST BORING <br />9/2/98 • Freeman • 4 <br />Doti Or/ll~C f/~Ad .Enplrte~r Boilrtp Nuwb~r <br />Location See test boring location sketch El~roNon <br />Oiom~t~r 4 inches TOt01 L1rptA 19 feet Depth to Water at <br />Time of Drilling None <br />onrnnnrornd <br /> Sam ~ <br /> f Soil a.erip-ion LoOoratory r.,f Rwultt <br /> Type N <br /> Clay,sil[y,sandy,gravelly,medium <br /> stiff slightly moist,brown (C L) <br /> Y organic to 1/2 foot <br /> m <br /> <br /> C 50/6 Formations ma[eria ,san y,si [stone Swell-Consolidation Test: <br /> 90/6 hard,brown MC: 12.5$ DD: 99.0 pcf <br /> Direct Shear Strength Test: <br /> S MC: 13.0$ DD: 91.0 pcf <br /> Y <br /> 7 <br />m <br /> <br />1 C 5o/i NR <br /> Y <br /> 7 <br />m <br /> C 50/~ NR <br /> IS <br /> Y <br /> 7 <br />m <br /> Bottom of test boring 4 at 19 fee[ <br /> 2 <br />'rojic- Norn~ Doper Plant Site pl.o~o~l Nymph M98168GE fiwn AS <br />lambert ana ~~ociateo <br />CONSULTING GEOTECMNICAL ENGINEERS ANO MATERIAL TESTING <br />