Laserfiche WebLink
SOIL CLASSIFICATION CHART ADDITIONAL MA'TERIAL SYMBOLS <br /> I SYMBOLS TYPICAL SYMBOLS TYPICAL <br /> MAIOR DNISIONS I GRAPH I LETTER DESCRIPTIONS GRAPH LETTER DESCRIPTIONS <br /> i <br /> .�iP."�::ct�.i��^�.ia'.CL. <br /> � aenH op° GW Iv�;�•��r�"cs - CC CementConcrete <br /> GMVEI GRAVELS <br /> ' .. . AND O O p�:vGqMf�LMVELS. <br /> GRAVELLY w^fO1MO^"E�� o p cwv[�.w1ouiniw+E4 <br />:��,,�', � soas o o �P AC AsphaltConcrete <br />;% f <br />�i�T'(.-. ; , COARSE GRAVELSWITM a GM s::rvcruvFiS.cn�VEl.v!.0. <br />;14�°,j' , (�iRAINED MINEM/.N59% S'�t1IIXNFE9 CrushedRock,' <br /> SOILS oFcosa:E FINES <br /> ra.c.b„ C �uarry Spalls <br /> Y��i�• PEtAu1E0IXIN0 Eds�E�uounr <br />��� :1� . �SiEVE N°@ C4rEYGMVElS.GMVEl.SWO. <br /> 'pF;:,,� , O/n�[51 p GC pAVYRNFE9 <br />' ' TS Topsoil/ <br /> . Porest DufflSod <br /> SW wELL.tJu�cow+Os.cluvEuv <br /> GLFAN SANOS s"�s <br /> r.�.:�einmiv^.: SAND <br /> nEta.r.�pci�:a AN� n�rnaonwra�xi <br /> .)]S.C:E $ANDY SP �•ttlLY-00.�pE�SV�DS. <br /> . mu�au.:r�m �7 Measured groundwater level in <br /> cuas �L <br /> exploration,well,or piezometer <br /> ��<J�Cirv�N30X 5l�NDSYl�TH SM SILT'SV105.SW'��SLi <br /> o�co.nsE u�.m�s � Groundwater abserved at time ot <br /> �qt�r�M1 FINES <br /> P.ys���c�w. exploration <br /> vEvc I�.vwcnw.e..r,.m� anr[vwrvawm.cur _ <br /> K.� S� M�+n^�s Perched water observod at time oi <br /> � exploration <br /> MOP641iC LLiS.POCIt il W R <br /> ML ���n*�w'*"y'�"' � Measured tree product in well or <br /> I ��+er+ou�ccu.sor�ow*a — piezometer <br /> 9LT5 u[ovu aus*iurr.au�ur <br /> FINE AND iEa�oµ�ya CL wygeu.'ora�vs.5arvcurs. <br /> GR41NE0 �✓YS �'i�u+9 <br /> I SOILS OL �r�vcu�iar�av usncirv <br /> � Shatigraphic Contact <br /> ,��,,,r,�,��� I I I I ���oA�w�cs�us..�uccwsu+ Dislinctcontacl6ehveensoilstrataor <br /> �,��,N����,� MH CiAiOiAACEW554iY50h5 <br /> ;;��E geologic units <br /> saTs ����oi��� ' �•„A�.���ccurso��q� Gradual change between soil streta or <br /> ^�� caE�rea.Nu�so � � , CH '+^;T'<'n / geolOglc uflil5 <br /> cuvs <br /> Approximate location of soil streta <br /> O'I CPGAM1IC4AYSAVDLLISC� <br /> i <br /> ��comMro�KNousnnn changewithinagealogicsoilunit <br /> MIGNLYORGANICSOiLS � PT v�i,Hvuus.awei.wsoaswrtrr <br /> ��r HiGnCQMeUC:-0•�iErviS I <br /> NOTE hlulliple symbols are used to intlicate bordetlino or tlual soil classi�calions II <br /> Laboratorv I Field Tests <br /> Sampler Svmbol Descriptions i.F Percant tines ' <br /> AL Atter6erg limils <br /> . 2.4-inch I.D.splil barrel CA Chemical ar.alysis <br /> CP Laboratory compac;ion test <br /> � Standard Penetration Test(SPn CS Consolidalion les[ <br /> DS Diroct shear <br /> � Shelbytu6e HA Hydrometer�nalysis <br /> MC Moisture content <br /> � Piston MD Moisture content and dry density <br /> OC Orpanic content <br /> � �irect-Push PM Permeability or hyr.aulic conductivity I <br /> PP Pxket penelrometer <br /> SA Sieve analy_is <br /> � Bulk ar grab TX Triaxial compression II <br /> UC Unconfined compression <br /> VS Vaneshear <br /> 6lowcounl is recorded for driven samplers as lho number �i <br /> of 61uws required to advanw sampler 12 inches(or She@n CIa55ifiCation '� <br /> distance noted�. See ezploration Iog for hammer weight <br /> and drop. NS No Visi6le Shecn <br /> SS Sl�ghtSheen <br /> A"P"indiwtes sampler pushed using lhe weigY.t of Ihe MS Moderate Shcen <br /> drilirig. HS HeavySheen I <br /> NT Not Tes�ed � <br /> i NOTE. The reader musl refer to the discussion in the report teMt and the log,of exploralions lor a pmper un0erstan�ing o1,uCsuAam concld�cns ' <br /> Descnptions on Iho la,�s aFP�Y only al tho specifc eaploration localions and at the time the exDlo2tions were made;they are not wartaNed lo be <br /> reOmsentalivo of subsuAaco condilions at other localions or times. <br /> KEY TO EXPLORATION LOGS <br /> , GEOENGINEERS� FIGUREA-1 <br />