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,;~j/ <br />l j~ ropsoi 1 <br />71~ <br />o,p: <br />06, Asphalt w/ <br />~,' p: Base Course <br />~. <br />Fill (Non-Specific) <br />ii <br />i <br />~~~ Sil- <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 Clay <br />.\ <br />Clay <br />~ Silty Clay <br />Sandy Clay <br />Sand <br />Soils Legend 8s <br />ry <br />~• Silty Sand <br />!~ i <br />/. <br />Clayey Sand <br />-~ Sand, Clay 8 <br />~:. <br />• ~ Gravel <br />i <br />., <br />i• <br />• Gravel <br />•• <br />~ .' <br />!><- <br />i; ~~: <br />j~! Sond 8 Gravel <br />i. <br />i;~. <br />:S~ a <br />is •, <br />!j.'• Silty Sand 8 <br />~~~~ Grovel <br />/i . <br />00 <br />o d <br />;p, Cobbles <br />Oip <br />~:: <br />a Q. <br />`~~ Sand, Gravel 8 <br />;y._: . <br />•'n a. Cobbles <br />/// <br />~~~~ Weathered Zone <br />/i <br />/ri <br />_= Silt stone <br />Cloy stone <br />Notes <br />Shale <br />Sandstone <br />Limestone <br />Granite <br />Concrete <br />Undisturbed Drive <br />Somple <br />Split Spoon Sample (The <br />Symbol 4/12 indicotes <br />that 4 blows of a 140 <br />pound hammer falling 3f <br />inches were required to <br />drive Sampler !2 inches. <br />Water Table 24 hours <br />after drifting <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 Posslnq thru a <br />ARMSTRONG ENGINEERS <br />- E M G I M E E ~ ~ M i- S U R V E T I M~ <br />COMCRE TE ~ SOILS TESTIIIi <br />