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<br />' ' r SYMBOLS' 0ONSISTENCY CLASSIFICA�'ION Plan ofQn` °born '' ROTARY BORING 1 PENETRATr Ir CONs±uLTINb CNc31Nd�Rs A`NO OEOLOOISTs
<br />ES S01t� CLASSIFI CA1" t ON MATERIAL `` `� QN, TESi
<br />� ` Pt OH fCH (�H OL. I CL`,y I ML SC'I. SM' SP SW GC� GM GP- I GW, N FOR SOiLSI, k /,, I t.oc�_tt0"n � t:ocottor� .
<br />�; f $ands with fines C140 Son Gravels with fines lean roves N 0 o '.. V - Rot ll ing < I a '
<br />4� Gravel ^' P at r sl a .•N'd.. ' . - ," r
<br /># ii Highiy Q# C g t NN r~ a, . r �i . 3 /
<br />Silts and cloys $iifs and clays•, lla%fines �5%fines yl2%fine ` E5%fines . N r� Orgonio mot ter -' - 'fop hole eleV.
<br />w,, According tp the Sta'ridard PenetrotioriYest,. B-No" APPROVLyD`� �`(�- ►l-•7� J49 s 7�8F.�'
<br />F Organic }i 1 t f�� / Td holia V. t' - 4 Ell S IED WJ
<br />e Li vid►imit reatertho50 +Li uid limit Iesstiion50 0 o R + R I t.'` EN41NEER Mo. l4r•�
<br />�' i ;, sons q g q Sands -.mar; than50/oofcoarse Gravels-mortthon30/oofcoarse �,;. i ° . t"' +•' k N Diacrion corn bOfin t fur ° �° VlJsln / P ® _ I ill !ill, ill III I1 1 dll l 111, I II In I Il dll I 11 IIII . I I'd1, I I II , I Il.:lu to {' I
<br />i fraction I:J smaller than Ng4 sievt• fraction is larger than N44 stevt. :a.` Sand 4' FII(mateft0 MO 3 9 /° dry iNt) 9 Sample number ' .
<br />. L&��:1 y I N of blows Granular cohesive R Se#•y f'ushec#----:p
<br />k' Fint rained soil; g Q -` Qf dens,it (Ibslcu.ft.j „ , •
<br />Coarst rains soils ,
<br />CMort than 50 fo is smatter than N¢ i?Ob sieve) (Mort than 50% is larger than N¢ 200 sieve)` >. size Auger boring i -SIZe Hof SOmplg (ICICIie3)
<br />Silt Shale 0- Very IooA Ver soft UnGonfin�c} C p sivA ��AQ��^%�yN��
<br />' {`c: °� LA(;OF�ATORY CLASSIFICATION CRITERIA r��•�. y siren t om relft. Dlbil rf t R Blowl per foot .,, Ik� f G p w rBoresent�:tipn'
<br />�•I•: s pe oo ra h`
<br /># ,/� Sample boring' _ ., - 9 Ctons/S ' )- (Usirt o 14(? Ib hammer t4 of drlvinq rate. I
<br />¢ r"'a, 50 GW and SW- C } gre ter thy 4 f r Q o SW; C s COao�� betty n i 3e G• 1� ; Loos' Soft R esignte oth r soil ) : 9 �� C Usln9 J40 f.
<br />o n o OW rs fir a et e a 8 0 er s
<br />u a o, x a Cl y Sandston N Je bo g Cos f o i n ..• a with a 3Q drops hammer with 21NG ! %� I► ���a
<br />R I i' Ci o d o """
<br />z —, I .2Q' $exit COnlpaCt Stiff C 12.411 I f 1.4 65 �r 4t r A�► � ' ' !.
<br />t GP and $10- Cleod gravti or sond not meeting requirements fot GW and SW,
<br />i �" -1 �r� , _ Sand clo or �', .=-Direct 'shear 3Q drop) �44
<br />` GM and SM•Atter tr limits below d lint of R it less thou 4. y G•W.3, Conformable moferioi chap e r i k
<br />I• t` 9• N °` clo a sond, Llmestane-` 2I.39 COrrspoc! Yery Stiff. Test pif' ;: .. ._I,-•-.��..��.� 9 - % /j / ,
<br />P GC and SC-Atfertitr9 limits abovt'rA' Ling with R t. greater than 7. 1 y y ; •' . __ , ° • F - Expansion l;l8votion ` , I'i � �'7 1. ' , 1
<br />r OHond MH' '` _ A�pfximote material change 6
<br />. �� :f Sand silt or Metama� hl'' 3�z 7Q° D nsel Nar I r T-Trioxtai cam • ressioil Ogtel ;.; io `
<br />( y) C bass a era �' 4 p' Unconformabl m^ t i
<br />ins silt t F Med um aor Fin oa y p C e 2 On enetr m f r, p e a er at change 21 T 1' " `
<br />f, e CL F s orc o I sonI I sand I sanC gro el I grove I'° I j o id ` �� silty sand rol �+ 4 Q e e , "� , 31 I ,
<br />0 0 T T O :I ,
<br />_ _ F . r . - a %%MLeioL - I - - 5evt sizes I - ? s t. � M ..$ , Silty clay ar ?7o Yery dense l/ery hors# (0 2 i/g" Cone penstromete( 4 .. ,, M _ � , " `
<br />r: y lgreoul rock. - .. , , I - _. , , . , �, , I - + � " _ 6y; �14. �7. ,
<br />"!. o Classification of earth materials shown on this sheet is based on field ins ection and 7 Cioyey siifi ijpt of Dote 20 44 " fry /
<br />', n� :a ,� 40 00 ;1) ea 90 too p Mal Scats: / A) oate:Oc/Ober /97,3 Droving
<br />LIQUID LIMIT should not bet construed to imply laboratory analysis unless so stated. - „ •? - boring per foot / Check by:,c,Q
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