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<br />W.�d�IIIIY„IWVIVIV.IIfd,l"�,.�I::F III �dliil,.�YwIJJ I��ldJYYII I.{WYIIII,.lVIId:I,IY6 1 u WIS y. WL YL Vdd. :tJL tld� h � I � Io� I � � I I � I leY. ! . i. I' II n � II � III I �� I � � I. � II I 1�3:WY.., � • I '� I I�'
<br />I d ILYf � L I tl l ilYmd,i.�. a V!� I � I � VJ�. I I I I I I �LJI__ WIl161: :I IJnIi:I_Vtlil.Ic.ILIYL ail �. �+ ,d;Ylud hI.II I IlVId .I.,IIIII I W I
<br />I I d :::��rJ IIa IVVIIYIWIIIYIII�VI �11,16VII�Id.lillll[Wiu�l[,II I I III mllmidilioYJV,WI,dILL111Id:dIV�iIdVIUI ILIV :IIII JY,IIIVIIIIIIYYIWYI ! d 6VYILollllll IIJ98u:diVm,IIlw6Ldll mhI.IILIV,IVllllld,IlllullldllNuIIIII,1uIY:1.11 IV[ I[I:a.IlJllll dYLYIYlId, I I Idd111141 I �VJ,:, ,Wd,IVId laui l IulIIV116:VYllll:dll,nl I sdJIJ:aY,hVIWaLVtlluVlll,LllWu.IJICIIiV::,Id:Ilu,IllYdd i;.ldllid�l �IYVIIII V IIdI,uI,IY a I,Yd,llll„hIV�JldYll 4i :�,e• • �J Wdo lYl B dYfli Y Idll {I [ 1 � !. IIYIdIIdY II d I I u dlYl I Y u Il dl V I I I I:hdVl.YIVVY�YIuII,JNVIII6nllllWllllllYO !, Irdl I�WW Y lid: l dl I � I-
<br />E3-/ (1977) W41.
<br />i� �.sSti'� � 4..M✓ uP'_?I L ey D,.#�F d .„, .. », ....,, .,.... v. .... . . ... ... ..s...,, _ ._.o= ...F.a-..+...,,. Si
<br />I I
<br />vte
<br />8-51 E i ti - - -- - - l.I.d� }.1- d 9 g",sy g q " g _
<br />'I /L �I _{t�✓ e �iH ur}✓A,l t•,3d :. �,� �#, �lp C1'F ate. k�d�e,�" .+E. .�L.i e��f v�^' •5
<br />11€ $ lz. i-,l : iti '{'s'l i„ tl..
<br />a
<br />- Cons/`ruc flan � -� L/4 _ l 8'6 I) -
<br />.Survey ne �,Z I 11 - II
<br />7 \ - 8 -- 11 9 I8_7 300
<br />8,2(1977)
<br />-� -
<br />El e vat/orn Reference:
<br />I� Survey Line Sfa 297t00
<br />PLAN E-le v. 12.74 - San Joaquin County &.2;l
<br />I
<br />Scale: /"=20
<br />I
<br />w
<br />R B 4 8 6 8.3 8-7
<br />/2 N I - /2. I 7 1... r I r+
<br />4 _ _ I
<br />. � � . „ .. I�Br/doe deck . �Br/doe deck L Br�dcg��s- yz 5'1�/977>
<br />3 /Z. 'oa ,qs halt concref
<br />8 As hart concrete f a roach frf/ ®Sem/com act 6r-o►wn-dark broYvn, fine -
<br />_ O 3 �� rr7ed�urn SANDY SILT with occasIona/ /eases of
<br />Soft dark brown, f/ne SANDY and SILTY s // dark green SANDY S/LTY CLAY c%an SAND
<br />CLAY' 3 4 1/41//818 "`� / 1/41/4 UNDY
<br />9020 <'� / 1141 6 � 3 L / ; ;'� �
<br />3 _ P .�,� Soft tan �` SILTY CLAY with Pzne j
<br />k .3 Waler surface ,E/, 0.7@ 0830 5-/a 82
<br />3
<br />Q
<br />_ ,
<br />, of arcT green , /LTY CZAY black P Ai - W 2 GR
<br />2 �1.4-1 5
<br />�,( G w. E/ -2.2 �' _ 3 6 '��~-A/term to zdones of so f f, dark green SILTY CLAY1
<br />and orange-b/-own, fire -medium �0.9�9¢�24 { 2 �/4)5 S-i8-82 s 8 1 SILTY SANOISAof SILT and dark brown
<br />SILTY SAND y,.. ¢
<br />s E-,1-�59 ; 3 11.41 8 )PEAT
<br />St/>cf PEAT and partly decomposed N s o s s2 Zs
<br />ORGANIC materials c S /5 31Q N 3 12.51171 7
<br />` 1.O - - -- - - - ------ � wS €! --/0..,3 - - - - - - a2 - --- - - - - is - - Channel botom --- - --- - -- -- - - - - - - --- - - - - - - �: a ,,� S� W �!�-9 6 - - O
<br />_ _ Ch 12
<br />Ver• stiff' blue- reen Fine SAI1lDY S/LTY j` -- -'- - - 26 ; {Very soft) channel muck _ !, Channel fjQt�z�rr; /7 , tz-2/-77 r� - -
<br />9 ' /2-22-77 -�-� � Ver soft Channel muck L �; Ver soft channel "muck" 27 /.3�lo6r%9 :;; ¢ 1%¢�.3 co/nAxr,, dark blue-green, very fine SANDY SILT
<br />CLAY/CL.AVEY SILT /05 20 : 41251321 3/ , i (Ver ysoft-soft) gray -green N'R y ( y ) 36
<br />I 72 Blue-green SILTY CLAY
<br />�`' 72 �-�" :' / z.5 s CLAYEY S/L T �.. 9
<br />S 10.21/091/8 /' 2 I/.4�9 CS)5417/ ��: / 2,5 3 Verysoft gray CLAYEY I, ?_ •
<br />Sem/corn act blue- reen fine -medium SAND
<br />/' , 9
<br />2� 47 60 �.: � S/LT SANDY SILT so 60 ¢° 2J s:; Compact blue-green, very fine -fine
<br />_ __. _ t S �/.4�/ �: (Compact)-ver dense gray 28 2 11.4+�41 I -�-_�% - S-/9-82 /.6 //4 /8 /4 23 SLTY SAND
<br />4 5-/8 82 a IZ.51S$ a reen sA/vd) 1//4119 �'.j Clm act-sem/com ct ra reen �'`''
<br />xy 9
<br />-20-- ---stiff-_blue-reen fne SANDY CLAYEY SILT - - -- - -' -- - ----- - - - - - -- ;'�:: _SILT ' //ne DY_ S/LT - -- -- - {
<br />`% #a - - .S/ _ .4 Compact to dense c�aTk reena 1.11 /// 1 /8 :�•• 2 11'
<br />4�/8 # f SAN 9 - / 9 0 ZO `•: % �! Stiff, dark green SANDY ` �®
<br />°:•7o Compaq gray -green, LTY, fii�� .. '✓; 1 6 ! 41/ 1 S/LTY CLAY
<br />Sem/compact, blue-green S/LTY SAND ''z:: 6 �/.4�/7� :� fine SANDY SIL SILTY SAND r''
<br />medium SAND w/th I 3 12.51721
<br />10.111151 /6 rib 4 1/.4133 I scatte,-ed fine (T)1151 /4 �;.:. 3 1/41401
<br />•ter :Compact blue- reen fine -medium SILTY SAND
<br />Ver dense ra SANDY S J/5 ! 7 ¢
<br />Very stiff b/ue-green, f/ne SANDY ` ' GRAVEL - �; o° y , g y -SILT w/fh scattered 8 /. 32
<br />'� ` Very dense ra reen ver- )`/ne
<br />SILTY CLAY /. 97 9 ' ;< `,� , 9 y-8 y a�•' may! .c.
<br />2 �2 7 �/.4124� J2.01103123 �:. s t�4t841s SILT �� ,•;�,� 1i41761f/ne GRAVEL Compact blue-green, fine SANDY SILT
<br />�. A 0, 5110512 / 1 1
<br />• N I 1/.4 4-5 � �t l
<br />1 /6 /6 '/ 8 1/ 4174 ;a Q t/er denser ra reen SILTY y 9 �5 Dense b ue - reen, fine -medium
<br />•.: r2o / 6 I / 4188 tinge-med/um �SANO ;:' I/ /7 8 1l• 4159 ! /
<br />Ver dense ra reen S/LTY '�'` S/LTY SAND
<br />I > ``�-g 118 /4 0;;¢�N-�:
<br />Very dense -dense, gray -green, fne medium �•r: / 6 /5 s i i 41/00 l o c S.AN®
<br />fine -medium SAND 4 em/comoact brown fine- oar -se
<br />SAND with occas/ona/ SILT` %�4. with scattered GRAVEL q:y; E3.9'/03�22 9 1/41/8 fine GRAVEL -
<br />i- .Dense gray, SI LTY f/ne-med/um .SAND ,.$o
<br />Dense, dark reen SAND SILT` ''�; w/th fine GRAVEL
<br />00 23 9 11,41421 g Y T`
<br />1301!/51/6 ;.�.� li¢164, green, very
<br />��'; 6 /.459 0 �; 6 11415-3 Very stiff, //yht brown SILTY CLAY
<br />_--------- - -- -- - -- -- -- - -- - -' ,Harr) very hard, dark y _
<br />- - --. , - _ - - - - � fine SANDY � CLAYEY S/Lf �y� -- - ------------ - - - - - � Ver -- --- - - --- - - - -' ---- - ----- - -' ------ ---- -- ---- - - -- -- - - - -- - -- -- --- - - - -- -
<br />- -- - - - V 91/io1 %9 ' /o L4 32
<br />Hard, blue-green SILTY CLAY 12./190133 /O�/.4�391 (r�o.71/06 2� �' � 1/•4178 IS/LTY CLAY yam`' Very hard dark green SANDY � 114h ord/very dense, cdar`-k green CLAYEY
<br />1 I /.9195127 7 I /.as/oo 1 CLAYEY S/LT 14 71//7I/6 rc` 17 SILT/SANDY SILT Hard NI brown SILTY CLAY w/ th orange - brown w
<br />Co n`� SANDY anct CLAYEY SILT
<br />k �2.7�/OO�Z6 /J �/.4�38�
<br />,.. rnpacf, dar gree SANDY ti.4 �
<br />1//61 J6 ;; ` 111141391 a0.2 � l00) / g 11.4130 � seCLAYE•Y SILT� 14, 51102124 ,� (511.41511
<br />�=
<br />Dense blue- reen fine -medium SAND S - `'.i/.3194129 �; 8 �/.4 131 _
<br />_ �o _ - -----=--- - --- - -- - --- - ---- - - - --- - - - - - - - - - - -
<br />S/LTY SAND SANDY S/LT 1 � � Cor»pac dark g�eell very f/�e - / •yard dark - reer� SILTY CLAY - - - - - - %5�9213f
<br />12 /5?'y /21/.4�5 �` SAN Y (-7' i / 9 /21/41/8�St/jf brown ver�c� fine SANDY
<br />4 ao.s189132 -�\- /o 11.41421 S/ / 9 1141571
<br />�: SILTY CL �Y 1
<br />s�.. x.. • 9 1.4 38
<br />Dense tan1orange brown
<br />,' 10,5180141 � ; 1311.4113�Sern/compact, fan orange -brown, very
<br />1123113 : 13V41451 �� ,�.� Hard dark green SANDY - fine SANDY SILT
<br />1446 �.
<br />- /O b/ 52
<br />Dense b/ e en v r fine •�•. � u gre e y / e SAIV®Y SILT --- - - - - - --- ---- -- - - -' -- - - - - - - CLAYEY SILT ------- - -- -- ' ` - - - -- -- - - - ----- - - ---- - ---- -- --' - - - -- - - - '��` - - v
<br />Very hard, dar/c green SILTY 5-/9-82 � f
<br />Very StIFF blue-green CLAY �/.9�80j4/ 14114123� .� CLAY /o1i41//ol `Very hard blue-green SILTY CLAY
<br />i 5-/8-82 �•�
<br />1101114119
<br />Very hard dark green, fine I/.41//81/6, /4!/4I//6I
<br />1 01114119 15114.1991 `4� SANDY CLAYEY SILT
<br />��� Very hard -hard, blue -greens Fine SANDY ¢ a`� blue -greens very fine -fine SANDY
<br />- -CLAYEY -_sIL T -- ----- - -- --- - -- - - ------ -- - -- - - - -- - - - - - - - - - --- - '��''�.,. - - - - - -- -- - - - - - ]osjl/r��/ x: IS jt4j��sILF�s�LTY sAN,{3 O
<br />/61i 41801
<br />,,
<br />Ibit11201''
<br />-' Ver hard blue -greens very fine SANDY
<br />/2-21-77 PROF/LE
<br />Horizontal: /'!= 20 '`-17-82 IS41//4i /8 " /6 !.4 /00 CL AY
<br />c'a _ _ /
<br />-- -- - - ' - - LTY SAND
<br />Ve
<br />• • Dense., blue green, fine SANDY S L T/
<br />! � t4 47 ,SI N
<br />II
<br />/2- 0,022-77
<br />_ 11011141 , �' I I. ", �I� r �r � „u�l :' I. � ; I n � ��� �, I I I � �, � ALL, �� �� .� L. �,�� I'. „�
<br />I I , ,.,, , � I I I III :. . I ,
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<br />V,WLUIId4d.L6n:,n .IIIY 6, 'dVAL..6d,h.Wll JIII11Ju,tl,dldl 61.II,Vdl11I. I II II II d u d 4lVIdWi4.Ih,:Ld..IV.BI,IILoluld. 11 „ud:Illfi„ WI Lao,,, all,161 ,. III ILd,1 a JaJlY.ld ,I III,d IhVdlell VInII,.Yt611IIIIII Ilul�ll Lullll L.I I' � I IIII I I I W tlI W�J.IIWIJIWII�d.I11YIIIIIIi .�IYY61,V IddJ�l dJ Wd� I 11.V11 IJdldl Vlu„IG�VIItl.�.�llulllllllYalfY:IWd IIudWYLl.dl�,lll a.11 lWl�lld,adal ll I.LI II L. kadIV.IWI .I .IIIYL �.Wu�l[V141�Id111 d L 9 IIIIIW,dVtV �fl::d.III,W.:IJtl .:V u� �I:ud IJ�VI�W Vduu.WY.JIIu, ad IIIY � IIYdI, IiIIY IY�dd IIIV I1, kL Ld I I I �, DIY I Id Vlil��al€I'� � �I � �� � �� I � � �, �•�'•'��'�� •���-." ��'� �� �' ��' �:�� � �� � '� ��� �� � �� ��'��" Y✓,WdVV,Y. ands! I J r .I Y l,eV Wdl V 61d! d d III !Ill ululu„IIdiWJYYu I IAl.11lrhllll LVIadLIIVIudIY{LYludWdeld .IYII dad ,II WI I:II ul,ldldlllll,V laluY [I I dl,:l I WL: Y WI d Ids d II Y I J I,IIWW IVII Y,I III al l � d6 Ill ! :I d u , I : I � I�IIVW�II,a16.IVIVIIIVII.VdJ. III I�Illi: I �� I. 1 �Yl dl, II dIVI.[Wnl ll���l::h,IIIIVa I,IUIIWIHVJ: IIIY:�I,Vd.d,:,�d1:JI�J�IIY����dd �dl,ll ,�a,IIII,I,1Y61d,dll i.�d lYl I�IdI IhIlLlul�ul611�1 �Y�V1,I�Wdtl:1u.Il�dd�IIVId6WIIWIJI dllu.l ld.11�II IIVI I u 1 I iu IdJWW . II
<br />II
<br />IV 16 lu ll II y Y I W I :Ldl hl dlVl.Y 6,IlIWeI:VL.V161u1111d1,,IdILWlJI ll,dl.n:IWVWIIYuIIII,ILddWWWdJ:dVddiWdLluV111Vlld:Ilh:ddYkYlll�JdY!lid.ludllr:�NaILdIIIWiL.VLis�dffidlMud.11llls.. _
<br />... L,E,G,,.EN.DOF EARTH MATERIALS „. .. R S MOORE & •TABER NORTHERN-CALIFORNIA
<br />LEGEND O � .6� ® � I N.,� , OPERATION . ,.V •.. , ... ,..., .., CONSULTING ENGINEERS AND GEOLOGISTS
<br />SYMBOLS CONSISTENCY CLASSIFICATION ROTARY BORING PENETRATION TEST
<br />Pt OH CH � MH UNIFIED ( CL ' MLL CLASSIFICATION
<br />L� S SI SIP j S I OGC I GM GP G:,
<br />MATERIAL
<br />Plan of any boring
<br />N OR SOILS Location Location
<br />W Pleat or F B-N
<br />Sands with fines Clean sands Grovels with fines Clean ravels NN Size Rotary boring °� APPROVED IW-+- �.�,t,l, '$y JOB No.IP1/3821/5-,1 Highly ° o o ° Gravel N organic matter To
<br />Silts and clays Silts and clays >12 /°fines <5 /°fines >12 /ofines <5 /°fines g p hole elev. B- No.
<br />or anic Liquid g q ,..y According to the Standard Penetration Test _ Diamond core boring Moisture w Casing 2,� Top hole ,elev °'�«'
<br />s0113 a (/° d t g
<br />g REGISTERED CIVIL ENGINE N
<br />Li Id limit renter than 50 Liquid limit Less than 50 fraction is smaller than Ns 4 sieve. fraction is larger than N24 sieve. a N Of blows Granular Cohesive `r ry ) i' P Sands -more than 50 /°ofcoorse Gravels- more than 50 loaf coarseg ®Sand Flit material Q Sety -Sample number Pushed ----�P
<br />Fine grained soils Coarse grained soils ; AU Auger bOfIR Dry density (lbs./cu.ft.) -Size Of sample inches .eve) s ze g g r P (inches) f0 SSA N JOAQ UTAr CO UA/ T Y
<br />an 5o/°is smaller tnanNQ2oosieve) (M than, Silt IMShale 0-5 Very loose Very soft Unconfined Compressive Blows per foot II Graphic representl:tlon
<br />o ° El '� �;�; Blows per foots 12 of drivingrake. , ._..
<br />(More than LABORATORY CLASSIFICATION CRITERIA N4200si
<br />oso _ 2 6-10 Loose Soft M Sample boring Desi length (tons/sq.ft.) (Using a 1401b.hammer (Using 140 Ib. 19 N®
<br />x5c �/ GWand SW-C = greater than 4 for GW 13 6 forSW C - (OaD) between I a 3, gnates other sons tests g EIGH7- / i�I �� /� ®�7® LJ��®dt7� /Oie'iI+�J
<br />hammer with
<br />o CH / � °� ` oso X oso � Ctay �: Sandstone ;'� Jet boring � with a 30 drop) 21� 'I
<br />P C-Consolidation C 2.41105124 1 1.4 65 u
<br />Zoo II -20 Semicom act Stiff �� bI 30 drop) 4144 �-•� AT
<br />GP and SP-Clean gravel or sand not meeting requirements for GW and SW.
<br />GP
<br />clay r"i S- Direct shear
<br />o �? GM and SM-Atterberg limits below "d4 line or P 1. less than 4. Limestone 21- 35 Compact Very stiff Test it S.W. Z.®. Conformable material change P2 BISHOP
<br />�U y�
<br />�� clayey sand P Y 1 P ®®® ��5/
<br />o p GC and SC-Atterberq limits above "A' line with P_ I. greater than Z L,__J E - EXpaRSIOn Elevation
<br />►= OH and MH Dates. Approximate material change 6 10
<br />�zc--' --- El
<br />Sand silt or Metamor hic 36-70 Dense Hard IMT-Trraxlai compression CL Fines (sift or clay) I Fine Medium 'oar I gFine I coarse (Cobble, Boulders Y P 2 /4 Cone penetrometer Unconformoble material change 21 ®� OF TEST BORINGS
<br />! wuW :•"
<br />31
<br />v :_ `M 4tX Sieve sizes 8 sand g sand osand� ravel ravel M =o Silty eta sand
<br />rock >70 Very dense Very hard ® 21/2 °Cone penetrometer 4 °-i "
<br />CL M Y r ,.
<br />Igneous rock B J. O. D.
<br />Z o L• ' clo a silt g Date 20 4) y
<br />z Iv m >, 40 OD so 70 BD y4 pp Classification of earth materials shown on this sheet is based on field inspection and Y Y Dote of Scale: As shown Date: Ma 1982 Drawing
<br />LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated. boring Blows per foot y� Check by:R.D•.S,
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<br />HI-C � EIGHT MILE RD. BRIDGE NO. 10 ~_
<br />z,.t. SHEET ` TOTAL 1
<br />�Y �r��►l�tr� BY ��PtO`JALC��N��CY tA�d�`T -
<br />�o��r�r �NG�N��� ��rE �� � �� .__... - = � � ��. ��E��rs - - - -
<br />I - ._•__-._.___.__ __-- - - -- ----._------------------ •-- � � � ,,�: � � � I = SCALE: As Shown �3
<br />t i� 3 C. /df�3 Ifil.►' ' �" 5 . 8s� I (Across Bishop Canal) f8 y6 A/CJ
<br />F. l L E NAME � ,.� -„ �-�- - -• •- �.. - » _._ _... _ _ ._. -. � - -- _ _ -_ ._ __ _ _
<br />DRAWER SHEET NO.
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