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~~ I / j <br />.- j~~ Topsoi I ~ Silty Sand - Shale <br />71~ /~ ~ - <br />/J/r /.. <br />'~' Asphalt w/ Clayey Sand Sandstone <br />Q D!. <br />.- ~, p, Bose Course <br />~ Fill (Non-Specificl Sand, Clay 8 Limestone <br />i ~~'~ <br />~ :. Gravel <br />. i ~ <br />~ ~~ <br />~~~ Silt ,'~ Gravel Granite <br />~% ~~ <br />/i i. <br />~ ~` <br />i Clayey Silt ~~~. Sand 8 Gravel Concrete <br />. ~~ i'y:. <br />%~ :S% <br />~/~ ~}~ Sil-y Sond 9 <br />j.~ Sandy Silt r. <br />- ~ Grovel <br />~% ii . <br />~~ o 0 <br />°~: Undisturbed Drive <br />\. Siffy,SandyClay ;p, Cobbles <br />Sample <br />.\ °~o <br />~ e~ Split Spoon Sample (The <br />+'a; Symbol 4/12 indicates <br />~ Clay 'Q'; Sand, Gravel 8 that 4 6fows of a 140 <br />'~!"." pound hammer falling 3C <br />'; ??. Cobbles inches were required to <br />~ drive Sampler 12 inches. <br />`` /// Water Table 24 hours <br />~ //// Weathered Zone ~ offer drilling <br />~ \ Silty Cloy /~ <br />\ /rr ~_ Nole coved in <br />~ W. C. Water Content (%) <br />Sandy Clay _ Siltsfone D. D. Dry Density (pct) <br />-- L L. Liquid Limit (°%) <br />P. I. Plasticity Index (%) <br />U.C. Unconfined Compressive <br />Clay stone Strength <br />Sand -200 Percent Passing thru a <br />No. 20D sieve <br />ARMSTRONG ENGINEERS <br />' Soils Legend 8 Notes COMCNE7c ~1501LS°res~riNc <br />