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I <br />JOB NO . <br />I^OJfCt <br />LOG OF TEST BORING <br />1" =120 86-74 vrHT.r...sc*i* . <br />inU?PPSnJimJSBUl^1^tSlDENCE_-JR0N0, Ml <br />BOBiN(. NO 1 <br />OIPTM <br />INruT <br />5 <br />6 <br />7* <br />9 <br />Df*;cniPTioN or matmiiai <br />'su«fACf fltVATlON ______ 34.3'_______ <br />FILL, MIXTURE Or 5TlTY"ISfiiy; 3ARD <br />AND CLAYEY SAND W/A LITTLE GRAVEL, <br />a few cobbles, black, dark brown <br />and brown <br />CLAYEY bAND W/A LITTLE bKAVEL. dark yravish brown, mediumimay be fiiinSL <br />CLAYEY SAND W/A LITTLE GRAVEL, <br />brownish gray, medium_ _(SC/SMI <br />LEAN CLAY, liqht gray and brown <br />mottled, medium, a few (See#1) (CL) <br />SAND W/SILT AND A LITTLE GRAVEL, <br />fine to medium grained, brown <br />and grayish brown, waterbearing, <br />dense (SP/SM) <br />SANDY LEAN CLAY W/A LITTLE GRAVEL, <br />brown and grayish brown mottled, <br />rather stiff to stiff, lenses <br />and layers of silty sand and <br />waterbearing sand (CL/SC) <br />End of Boring <br />lenses of silt (CL) <br />•Obstruction (cobble) encountered <br />upon Initial 6" set and first one- <br />half foot of standard penetration. <br />••Estimated dry density <br />r.ioi or.ic <br />onK.iN <br />FILL <br />FTLl OR <br />MIXED <br />ALLUVIUM <br />FINE <br />ALLUVIUM <br />COARSE <br />ALLUVIUM <br />TILL <br />4 <br />2*tTs <br />r.AMPi r <br />NO <br />1 <br />2 <br />• 8 <br />Itm <br />OA'f UMVMD <br />DI^Ym tlfRYM <br />f Awl ««l •AHfD If 1 <br />•• <br />4-1T 3il£17*15‘«m i' <br />M/4:10 17‘■qm «• 1 4A ’ <br />;; T <br />4 <br />5 <br />6 <br />7 <br />Tvpr <br />SB <br />SB <br />SB <br />SB <br />SB <br />SB <br />lABOPATOny TFSTS <br />9 <br />10 <br />SB <br />SB <br />SB <br />**113 <br />** <br />89 <br />la <br />PL <br />4-17-8S roMPutt 4-17-85 <br />MSA 0-15 •U *iZ0 <br />cmrncm*LeMey I