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.- <br />I <br />Topsoi 1 <br />°'Q. Asphalt w/ <br />O O!. <br />~. p, Base Course <br />r' <br />Fill (Non-Specific) <br />~~ <br />~~~ Silt <br />/, <br />/i <br />i~ <br />i <br />~i Clayey Silt <br />i~ <br />i <br />Vii. <br />j ~ Sandy Silt <br />~% <br />~~ <br />\. Silty, Sandy Cloy <br />.\ <br />Clay <br />~ Silty Clay <br />Sandy Clay <br />Sand <br />Soils Legend & <br />Y~ <br />~~ Silty Sand <br />~• i <br />Clayey Sand <br />- Sand, Clay 9 <br />~:. <br />~ Gravel <br />., <br />i, <br />~ Gravel <br />.~ <br />~. <br />.. <br />!~ i;= <br />~. i:~ <br />j~% Sand 8 Gravel <br />•. <br />i'~ . <br />fey <br />i.~ •, <br />/:' Silty Sand 8 <br />~'~~ Gravel <br />/i . <br />no° <br />o d. <br />;p, Cobbles <br />°00 <br />:: <br />a a: <br />'Q.~: Sand, Gravel 8 <br />;;:: . <br />~'oP. Cobbles <br />/// <br />~~~~ Weathered Zone <br />r <br />/ii <br />__ Silt stone <br />Clay stone <br />AR <br />Notes <br />Shale <br />Sandstone <br />Limestone <br />Granite <br />Concrete <br />Undisturbed Drive <br />Sample <br />Split Spoon Sample (The <br />Symbol 4/12 indicates <br />that 4 blows o1 a !40 <br />pound hammer falling 3C <br />inches were required to <br />drive Sampler 12 inches. <br />Water Table 24 hours <br />after drilling <br />~~ Hole caved in <br />W. C. Water Content (%) <br />D. D. Dry Density (pcf) <br />L. L. Liquid Limit (°%) <br />P. I. Plasticity Index (%) <br />U.C. Unconfined Compressive <br /> Strength <br />-200 Percent Passing thru a <br /> No. 200 sieve <br />MSTRONG ENGINEERS <br />fNC1MEE~I Mi-SYAYETIMi <br />COMCAE TE ~ SOILS TESTING <br />FIGURE # 3 <br />