Laserfiche WebLink
~~~ <br />.- !%7 Topsoi I <br />J <br />~l~ <br />'~' Asphalt w/ <br />Q D!. <br />~, p, Bose Course <br />~., <br />. <br />~ Fill (Non-Specific) <br />. <br />.i <br />i <br />~~/ Silt <br />~% <br />ii <br />~i <br />i <br />~ i Clayey Silt <br />~i <br />i <br />~~ <br />j~/ Sandy Silt <br />~% <br />' ~. <br />~. Silfy, Sandy Cloy <br />.\ <br />i <br />' Clay <br />I <br />~~ <br />~ Silty Cloy <br />I \ <br />Sandy Clay <br />• <br />' Sond <br />' Soils Legend 8 <br />Yj <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 />i. <br />i•.~,: <br />~•: <br />~~ r, Sand 8 Gravel <br />. i. <br />.~;~. <br />:tea <br />~: •, <br />!%: Sil-y Sond 9 <br />r.~~ Grovel <br />ii . <br />00 <br />°~, <br />;p, Cobbles <br />o ~o <br />°:: <br />aq <br />`~': Sand, Gravel 8 <br />''i:': . <br />~ib~ Cobbles <br />/// <br />~~~~ Weathered Zone <br />/r <br />/rr <br />Siltsfone <br />Clay stone <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 6fows of a 140 <br />pound hammer falling 3C <br />inches were required to <br />drive Sampler !2 inches. <br />Water Table 24 hours <br />otter drilling <br />~, Nole coved in <br />W. C. Water Content (%) <br />D. D. Dry Density (pct) <br />L L. Liquid Limit (°%) <br />P. I. Plasticity Index (%) <br />U.C. Unconfined Compressive <br />Strength <br />-200 Percent Passing thru a <br />ARMSTRONG ENGINEERS <br />E N G I N E E N I N i- S Y II Y E 7 1 N• <br />CONCNf 7E ! SOILS rESTlNi <br />