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_lr m f_nv c Accnr Jar <br />coNSULrING <br />INFERS 1.rY' GEOLOt;ISTS <br />' f SUIL, FOUNDA710 GEOLOGICAL IMVES71Gf,.TIONS <br />aTbS INDEPENDENCE ST. WHEAT RIDCE (DENVER), COLORADO H0077 'IEL. (703) 4Rq.53)~ <br /> <br />' ~ H <br />1{) <br /> <br /> <br /> T <br /> ~w <br /> `r` <br />6 LO <br /> <br />I <br />F <br />1 u M <br /> W <br /> ~ N <br />' eo <br /> 10 <br /> <br />HYDROMETER ANALY 515 SIEYE Al 1ALY 515 <br />n~ int AYE REa DIhL] <br />Y~1( r>Y~4 wY.V Ip V~h •YIV IYi~ ~ Y 1 STaH OaRO SE RiE1 b <br />•IQD •eD ••D•}D •M ~{ GL[aR ]00 aRE OPE HIhLD <br />Tl• {i Ih~ )' Sr <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> f <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> r <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />w <br />w <br />0 <br />1 DOT .Oq .009 0~9 D>T Or{ IH tft pp ]Y> 11• fJ~ >! {rb 1.ST UI Mi T6! 4r t0 <br />DiA PETER OF P4R T:tiLC IM MIL LIME TER! 1![ <br />] <br />O <br />ro <br />w <br />0 <br />W <br />,p r <br />Y <br />h <br />W <br />10~ <br />F' <br />2 <br />10 W <br />W <br />r0 6 <br />>D <br />ID <br />00 <br />CLa7 lrta]rlcl TD SILT In DY-ray TIGI ~ - ~ _ - _ _ ~__ __ > 3f COBBLCS <br />' GRADATION TEp~ST RESULT'S <br />GRAVEL Z/ ~D SANG 5II /0 SILT AND CLAY 1Sf/~~%p <br />LIQUID LIMIT % PLASTICITY INDEX %O <br />SAt4PLE OF SAND & GRAVEL FROM TEST HOLE 1 AT DEPTH 13 FEET <br />~' HYDRO1.l ETER ANA LYSIS <br />26 <br />I p ~L T <br />N Y> Y11 11 <br />YiA ~O YE RE <br />YiY b AD1h65 <br />Y.Y { WR IYiM <br />' <br /> <br />w <br /> <br /> <br />~D <br />' <br />TO <br /> <br />0 <br />^ t0 <br />' <br />r <br />LO <br /> <br />F <br />2 <br />v M <br />U <br />' <br />r <br />Y <br />~ <br /> <br /> <br />TO <br /> <br /> <br /> <br />ro <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />' <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />0 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />CD <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />O SIEYE ANALYSIS <br />U 5. lTahDaRD lERIEIb GLE aR SOUaRE ORE HiHG! <br />•i00 •!A •W]D •b •• ~[' L. ~N• !' YP <br />O <br />_.,p <br />[D <br />~ <br />{0 <br />00 <br />e0 <br />To <br />w <br />.o <br />A DY ON Itl !p }e» rH t >[ {h •St rT ]al 16[ 1t 11 tf DD <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> 1 <br /> <br /> <br /> <br /> <br /> DIaYEl[R OF PaR fICI[ IH MIL L11>E TER! <br />D <br />W <br />2 <br />i ' <br />K <br />f <br />2 <br />W <br />U <br />4 <br />LL aT V~rpr.[1 TO ]Ri 1~+•'I~•pr ¢1 CCH DLES <br />' GRADATION TEiT RESULTS <br />GRAVEL ~[, % SAND 61 /D SILT AND CLAY ZJp/%p <br />' LIDUID LIMIT % PLASTICITY INDEX /0 <br />SAMPLE OF SAND R GRAVEL FROM TEST HOLE 2 AT DEPTH 9 FEET FIGI?HE 6 <br />