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KEY TO <br />LOG OF TEST BORING <br />Date Drilled <br />• Location <br />Diameter <br /> <br />Proj ec t <br />FiNd .Enpin~ar <br />Totol Depth <br />Boring Number <br />Elevation <br /> = Sam le <br />il D <br />i <br />i <br />f R <br />f <br />T <br />L <br />b <br />lf <br /> g <br />d <br />Type <br />N pt <br />So <br />escr <br />on a <br />oro <br />ory <br />it <br />eeu <br />s <br /> ~an_,>~~~ ,'i2Cill ~'~ 7P,n52. "OISCtan, <br />~ . <br />No [es in chic co!~.:mn In^_ica[c <br /> 't :~ <br /> <br />~ <br />tests perforce: and test resc!_s <br /> ~-'~ioc ;oil DlasSirica[icc if pct ~r <br />'~C[cd. <br /> In~_icates eu' <br />k cog Sample DD: Indicates pry density i^ <br /> . <br /> pounds per cubic foot <br /> C Indicates Drive Sample t1C: Indicates ^oisture content <br /> ~ as percent of dry unit <br /> Indicates Sampler Tyne: weinht <br /> C - "?odified California <br /> St - Standard Snii[ Spooc LL: Indicates Liquid Limit <br /> H - Y,and Sampler <br /> 7/'2 Indicate=_ seven blavs renuire_' is PL: Indicates P:astic Limit <br /> drive the sampler t~.~elve inches <br /> •.vith a hammer [hat weighs one PI: Indicates plasticity Index <br /> hundred forty pounds and .s droned <br /> 1 thirty inches. <br /> BQUNCE: Indicates no further <br /> penetration occurred with <br /> additional blo~•rs •::ith *_he <br /> hander <br /> NR: Ind°ca[es r,o sample recovered <br /> CAVED: Ind~cates death the test <br /> 15 bori-o caved after erilling <br /> f f <br />I <br />di <br />h <br />l <br />i <br /> n <br />on o <br />ree <br />cates t <br />e <br />ocat <br /> subsurface crater when measurod <br /> CLP.Y ~I~TE: Symbols are of [en <br /> usad only to he!p visua!Iv <br />~' <br />%~ ~I LT i,entify the ^_e scribed <br /> <br />ipforma[ion pre=er <br />te~ o <br />^ <br /> . <br />. <br />. <br /> SA"!D [he log. <br />rp' GP.P.VEL <br /> <br /> C Lr,,vS-n>IE <br /> <br />• sPrlDS ~ n~l_ <br /> 2 <br />Name <br />~ealmen~ F'Ontl "fi" <br />pYOJeaf Number M9923 GE Figure Al <br />lambert ana ~~'~oeiate~ <br />CONSULTING GEOTECMNICAL ENGINEERS AND MATERIAL TESTING <br />