Laserfiche WebLink
• <br />• <br />N <br />F. <br />O <br />w <br />• <br /> <br /> <br /> XYD110lIETER ANALY818 giE VE AN ALr 815 <br /> 1144,, t„! IM AE~DINOS <br />~,I( AY~A WYM 1~MM, •YiN IY~N u 5 lTAN GARD SE nIES+ip <br />~iOp •1p ~~0~l0 •M ti •• DLE •A SOURRE OPE NINO! <br />~,~ Li ~N' T ~~6 <br />0 <br /> <br /> <br />x, ~0 <br /> <br />p ~ <br /> <br />f0 ~ <br /> <br /> <br />N) b <br /> <br />.p SO <br /> <br /> <br />M ~p <br /> <br /> 10 <br />~ <br /> <br />[0 M <br /> <br /> <br />10 Yp <br /> <br /> i00 <br /> CO! .00+ OA Oi9 .0)t OH ~~[ SR t)p0 iq d~! •w [.![ ~Y~ yl td[ I[t <br />1 DI~YCTEA OF -111 IG LE IN MIL LZMETER! I ! <br />f! <br />J <br />^ <br />a <br />a <br />v <br />Y <br />tL~r IEL~)rill TO LILT IMON-R UtIGI i 00~lLE! <br />GRAVEL O ~p SAND Q/9S /0 SILT AND CLAY 2 p/ /0 <br />LIQUID LIMIT -- /0 PLASTICITY INDEX -- /p <br />SAMPLE of SAND (SP) FROM CRAIG SAND & GRAVEL <br />ZONE A EMBANKMENT DRAINAGE CRAIG, COLORADO <br />r <br />i <br />w <br />t <br />r <br />s <br />u <br />u <br />^ <br />W <br />JOB N0. 6209 <br />f <br />J <br />e <br />u <br />a <br />0 <br />U <br />FIG. 1 <br />GRAVEL 9O /0 SAND p/IO /0 SILT AND CLAY O %p <br />LIQUID LIMIT - /0 PLASTICITY INDE% - <br />SAMPLE 'OF GRAVEL,SANDY (GP) FROM CRAIG SAND b GRAVEL <br />ZONE B EMBANKMENT DRAINAGE MATERIAL CRAIG, COLORADO <br />GRADATION TEST RESULTS <br />