Laserfiche WebLink
<br />1- <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 /><::> <br />N <br />en <br />en <br />l-" <br /> <br /> LOG OF TEST PIT OR AUGER HOLE . <br /> FOR _ROW AlIIO FOUNDATION INVESTIOAT_S <br /> fH"...._,X':lfl1S:;?~ <?__,I!~~~_:!-_-to!':,______ __ fro)IC'-______________________ ___,___________________________ ____ ________________,______~,__. __.. Holt ..t.~ _ _~g,~_,____" ___ <br />..... 0tsqI0...._~2~;:9.~_AE!':~___.______m COO,d;".ttt.._~~~u~9_f'_f'.Ql!!__I\:f_~~LM?_.P____ E--u----------------:~r To G""""'...... L-.__}~?.~__l~;:~_c:!2::_ <br />- ofE.co...i.._f!g,9..kl:!Q~_____.Approli...tt 0;_ of Hd'-___~L.!:2_'2~J-_~_'_);{_!_!~____________Dott$ of E.._ionO.s:_1;:_~__;L_~_,__..!2__?u_____ HOlt L~ 8J_.I..A...Q'__m _ <br />Cl.ASSiflCATIOIit SIZE: aemT'tP! CLASSIFICATION AND DESCRIPTION OF MATE RIAL PERCE'UAGE OF COBBLES AND BOULDERS _. <br />SYMBOL DEPTH <br /> (FEET) OF (Re: CMMT .-"'''''ID SOIL CU,.IPICATlOtIt YOl.UIR M wt!:tOHT 0lI" ~~.... we: IOMT OF <br />1..["<<:_ 1--<" SAMPLE TAKEN GIV! .[OLO.le AND tN-"LACt: DE:SCfI'PTlON FOlll FOUNaAnON "IVEITI.ATlONS) ~ -=-:; ~Ol':: PLUS $"'INCM vOLu"E 0' <br /> '" <br /> - ~o TOP Soil, sandy silt, humus, black <br /> -2- !sample <br /> - SANDY SiLT with basalt boulders, cobbles and <br /> - Sack gravels, loosely packed, black, moist <br />G14 5 - Sample 3 <br /> Silty Sand with basalt boulders, cobbles and <br /> - Sack gravels, fairly well packed, light brown, <br /> - Sample wet <br />GM 10 _ <br /> - 2'-10' Grading: clay and silt 18.3%, sand <br /> - 35.3%, gravel 39.3%, cobble 7.1%, <br /> - LL=24.1 PL=19.5 PI=4.6 Note Max. size oulde : <br /> 15 - 3'x3 x2' <br /> - <br /> - <br /> . <br /> . <br /> - <br /> . <br /> . <br /> . <br /> Moisture Sample 2'-10'=14.3% <br /> - <br />flEMARlCS: Backhoe: Case 580B Construction King <br /> - <br /> Basalt rock: angular shape, dense and durable <br />MOTES: Record water test Oftd 4tftSit)' test dato, jf opplicabl., ",nder remarks. *** tLbs. of rock $ontDledllOO <br />* R~or~ ofter water has reoch.d its not ural I.ve'; 'live dot, of reod~ odjocentfo 9f'OP!lie If"lboI Of in remorlr.s. (Bulk specific 9roVit~ of roc,~~'2'~r ,~: fett ot hol. somPI'~L <br />.* Appllcabl. only to borrow pitt ond to foundations which ol"e potentiol sources _ construction "'ot'I';Ols, Record bulk specific grav t1 in R.marks, stotino how obtoUt.o (m.asured or "timoted) <br /> . . . . . <br /> <br />L <br />