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<br />I <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 />- <br /> <br />- <br /> <br />- - <br /> <br />Q <br />Q <br />N <br />en <br />en <br />c:> <br /> <br /> LOG OF TEST PIT OR AUGER HOLE . <br /> FOR _"OW AND f'DUNDATION INVESTIGATIONS <br /> Feat""" --~ ~!ll~Q.l<?__}?i:!!l]?,tt~_______ - - """jotl_____'____.._ ____m________________ ______ ,________n_ _____ ____ __ _____n___'_ _ _,_ _~____ _.._ 1101. No.A 1: ?_9_J_. -- -- ---"'1 <br />A.... Dositnotioo____.~Q.~_~g}:i'__~l':.E?,~_,_ ___m' COOrdi__.~~E?__~Q!'_!'gY!__~!'_~9___M9_.P__ 5"","" EMlIon.._ _____m..______.Dopth ro Groulld lIIIl..- leVI! *.RQ~__!'g?.9_l}gg'l <br />- d E'ca'lOf;0ll__.~?.9Jsh9_E?m_.Appt..iOlOtI Di_ of ___)_"Q_~~;L2.~~;L_!_~m_______ .00tlS of ElC_I""-__O_c;:.t..___!J.<._1;l.72______ HoI. Lowod s,_J.:,}',_.Q,_______ _ <br />CLASSIFICATION SfZE UOTYPE CLASSIFICATION AND DESCRIPTION OF MATERIAL PERCENTAGE OF COB8LES AND BOULDERS ** <br />SY"BOL OrPTH 'O. ,!" ,.. <br /> (FEET) OF eRe: CNQT --u..I'IEO SOIL eUSSI"'CATIDIll- ~~ WEIGHT 01' flCOfDlGE: WflGHT OF ~~ <br />LET'C_ - SAMPLE TAKEN GIVE GEDLO..C ""D 'N-PLACI: OI:SC".PTION "Oft ,"OUNOATIOJ IfIl\fl:ST1$A"ONS) 3 to 5)1'::: VOLuwe: 0' Pl,.US $-tfCH VOLUME: OF. <br /> CU8tC FEEn SAWLEO 10 <br /> - TOP SOIL, humus, grass roots, silty <br /> - Sack Sandy Silt with basalt boulders, cobbles, <br /> - Sample and gravel, 1'-8' dry, 8'-10' moist, <br /> - 50 Ibs light brown, glacial moraine deposit <br />GH 1--5- well packed. <br /> - Sack 4 5 <br /> - Sample 2':,,10' Grading: clay and silt 23.1%, <br /> - 50 Ibs sand 35.2, gravel 36.6, cobble 5.1%, <br /> - LL=29.1, PL=20.1 PL=9.0 <br /> 10 - <br /> Hoisture Sample 5'-10'=12.1% Ha . sizE rock 2.0'x. .5'x2 <br /> - <br /> - <br /> 15 - <br /> - <br /> - <br /> - <br /> - <br /> - <br /> - <br /> - <br /> - <br /> - <br /> - <br />"EMARKS: <br /> Basalt boulders and cobbles angular, dense durable rock <br /> Backhoe: Case 580B - Construction King <br />riOTES; Record wot.,. tost ond density t,st data, if applicable, und.r r.marks. *** Lbs, of roek samnledJ 100 <br />.. R,cord offer wot.r has rtcchtd its natural level; vive dote of read.in9odjocentfo lJf'CIP!Iic splboI or in remarks. {Bulk specific grovi'" at rock} 62.4_ {~~tC feet of hol, somp1'~L <br />*. AppIicabl. only to borrow pit. and to foundotloris which or. potlfttiol sourc.s of const"uetlOft mat'riols. Record buill specific gravIty in R.marks, stoting how obtoinlo (m.asured or..timofH) <br /> <br />o <br />