Laserfiche WebLink
~~i ~ ~y <br />- 7~~ Topsoil ~~/ Silty Sand - Shale <br />A/r %. <br />~~~~ Asphalt w/ Clayey Sand Sandstone <br />Qp. <br />~.' p: Base Course <br />Fill (Non-Specific) - ~ Sand, Clay 8 Limestone <br />~:. <br />~ Gravel <br />~~ ~ <br />iii ~'~ <br />/ Sil- °~~ Gravel Granite <br />~. <br />// i• <br />~ i !~'<- <br />~ ~'~i Sond 8 Gravel Concrete <br />i Clayey Silt I~~. <br />/~ <br />/ ~i. <br />`'•. <br />j.~ Sandy Siff /'• Silty Sand 8 <br />j ~~ . Grovel <br />~~ ° ~ <br />°d Undisturbed Drive <br />\. Silty, Sandy Clay •~, Cobbles Sample <br />.\ a~a <br />e~ Split Spoon Sample (The <br />+"d: Symbol 4/12 indicates <br />Cloy `Q~ Sand, Gravel 8 that 4 blows of a 140 <br />~!' pound hammer fallin 3C <br />~'nD. Cobbles inches were required ~o <br />drive Sampler !2 inches. <br />~` /// Water Table 24 hours <br />~ Silt Cla r/// Weathered Zone ~ after drifting <br />~ Y Y /i <br />~ /ri ~~ Hole caved in <br />-- W. C. Water Content (%) <br />Sandy Clay __ Silt stone D. D. Dry Density (pcf) <br />-- L L. Liquid Limit (°%) <br />- - P I. Plasticity Index (%) <br />U.C. Unconfined Compressive <br />Sfren }h <br />Sand C/oystone -200 Percent Possinq thru a <br />No. 200 sieve <br />ARMSTRONG ENGINEERS <br />$0115 Le end ~ NO'eS - ENGINE E~iMi-SU RV ETIM~ <br />9 COMCRE TE ~ SOILS TESTIIIG <br />