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q.?.: !r. <br />cheand associates, inc. <br />I <br />~r.p nl]Lq( "ER anal r' I ; CIF /I' aNal. ";I', <br />~r ..I .a.,er~.. .In ...I [...k ~ ~.. i.y.\.. <br />u <br />z <br />u <br />;~ <br />III <br />rT~' <br />w <br />,n <br />'t"I w <br />~,~. ~r._ 19 . ~ •'1 .. e~ +9 :9'.~~. ' I I'~1 .. ~.~ i:_ :'11 •H' .n. I('I~•~U <br />p Ia61E TER Da RaR rIDLE IN .M auME?ERS <br />N <br />i <br />V <br />6 <br />mJ .aaeE~ <br />._ '751L' _ •.rEGr;; •J (.DaR is 1:099LE$ <br />~>IF CO+nSi <br />aRa'rtL 77 SAND 31 ', 54TaNDCLaY 42 = <br />uncap La,ur 29 ~ PLaSTrCITV wDEX 12 <br />,,>.IPLEOc very clayey gravelly Fecr., Hole 6 at 30 feet <br />sand <br />n;:D:.rc -- ; . ,:y it E'JE a>u L'r S15 <br />..r[-. ... [...~ I ..• ~I~~i~-il)~i[PiE~ .LEA^..:IJi![l/P~:i~N'i~ <br />Ip <br />i wn•y ulr. d0 am1 .~•.uN+ <br />0 <br />0 <br />~~ I(! <br />0 <br />ror aa~ a1:4 ale aw UJ1 01+ u9 191 vn1 rr9 Jtl ~.. 95. r91 ]91 161 IL <br />DIa METER f7F PAR iICLE IN MILLIMETERS <br />SaNp l:uav Et <br />1'L.\[f~)tilll [INf Mf NIUM (:(]FIDE [INE (.L)F11$E ('1)f1(ILF$ <br />f~Rav CL 46 e SAND 25 °I+ $IL? AND CLAY 29 'b _ <br />LIOI110 LIMIT ~~ Pla$iIDITY INDEX et <br />SAMPLE OF clayey sandy gravel FRDM Hole 9 at 14.5 fee[ <br />4 362 85 GRADATION TEST RESUETS Fig. 19 <br />