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NOTE I l <br />Elevation reference: San Joaquin datum iiI I I <br />tt t <br />120 Ae shown <br />-1 <br />J 17.0-, 3„ <br />Very soFt-5tiPf gray E� brawn layered <br />61LTY CLAY & SANDY 6LAY <br />/ / C) �ic�`��•t\`t/,�1// � � 2.51 75 134 / I (/• 4 1 {O 1 <br />Ae Shown <br />J J7,4 �O4 <br />O <br />I <br />I <br />I <br />f� <br />�- EXi5tin9 brig a 2 <br />i <br />Exi5tin9 bridge -� <br />`I <br />1 <br />t ' <br />PLAN <br />1 <br />j Scale : 1 " = 20' <br />A5 ,-.Jhoavn <br />13ridge deck �Itg 0 <br />-,U <br />jStream watersurface i Ground sur{ece �-- <br />10.9183134,/�- 2 I 1.41 7 1 ` 20' Rt C- Elev. /02.7 interbedded very soff gray SILTY GLAYr ` <br />N <br />7-24-7¢ j <br />__100 se gray very fine- fine SAND tvit v _y <br />S 1,4 d - - - _ -- - - - - -.- - -- 5 8/ 4l Y.' f 14 P <br />1p� 1 �rJ ( } 1 - - _ _ - - _ _ _` - - _ _ scattered ORGANIC MATERIAL ° 1 1 I I <br />Call <br />7-/7-74 7-Z- _q <br />very soff black F� gray ORGANIC CLAYEY\ 54 7777 - z I r.a i 7 <br />SILT Fes' O1L7-Y CLAY wifh few thin �\� 4 I /•41 5 Interbedded ll gray very fine-medr'um <br />PEATY layers <br />r. ` 5 /.4 -�- SAND f� very sol"l blue -gray SILTY C 197127 3 1,4 <br />9n <br />r'�Srt A <br />\411.414� <br />0,7 179 143 ,� <0 11.41 !o � 4 4 <br />Very soft F� soFf blue. -qra y - Z` c : <br />�� S'ILTY CLa Y j 7 I/•41 5 292 o•7I 710, <br />2 5 Ill <br />Qo <br />37•4fi 1 2.dj /a21 24 <br />Cr�rripact _F� desasereen =gray' 'very {';ne - <br />39 O-;Ff green -gray vr•AVDY CL4y vl a Few j <br />5.2 5emicom act fine CLAYEY SAND la ers <br />medium SILTY 3ANj� ;�•t P lag <br />ens <br />13,8 1 /05122 S. 9 11.4150 1 7 45 71 t.41151 <br />W �rr I t53 ' <br />' I 2L; <br />u 1 I 1I 80 3¢ B 11.4-191 <br />Sti �F blue -gray CLAYEY SILT /.91 /oo 26 , /0 1.4 12 _(-J 112 � <br />Jig; 50-ff 6' GtiFf green -brown 5ILTY CLAY `\ <br />SANDY CLAY 1 z <br />2 !OB IB tI 1 /,4irv3 9 1/,¢ 30_ <br />;rr <br />209 0 <br />105 22 ;o;_ /2 11,411001 1011.4I761 <br />Dense -very dense light green very Pine eGz Compact dense ln bronvery Pine -very 1 <br />J S ill gradir�y to very Coarse with JIo coarse SQNO Ivifh scattered Pine GRAVEL. <br />e-_/e v.a u�or1 I 57 <br />U1 -50 =sea f t L. ;' !�12 <br />14 � ! <br />- xo ZGS <br />14 11.4. 180 I 311 ° /2 1.4 77 <br />437 <br />-.- - .-�354 <br />1030 7-/6 74- <br />40//8 1, 'a /51/.4.190 l i f` 1414 <br />43 <br />1 <br />":.• Jie l <br />17/ F <br />94 <br />•• bG 1 <br />• 1 B5 225 1 <br />azs' <br />°ff rJ <br />-7 - 146 jV7 �rM 1 <br />I <br />500 400 300 YAO 100 7-24-74 300 Z00 100 <br />NOTE SECONDS PER FOOT <br />SECONDS PER FOOT Boring5 B-34, 5-4 & B-5 <br />Conn O.-ne- trometer driver) : <br />Mc Kiernan -Terry #2 air hammer <br />at ll5 P.45 . <br />PPOF/LE <br />5 ca le . <br />j Nori Z : I "= 20' <br />`iR AW u <br />4e3 Shown <br />1 J -7.4 . 0� As Shown A5 ,53A <br />-� <br />PUS _,4 <br />44 <br />�13 <br />X <br />23 <br />30 <br />23 <br />41 <br />43 <br />34 <br />32 <br />40 <br />4.4• r <br />42 <br />45 <br />a42 <br />43 <br />40 <br />40 <br />5C <br />/77 <br />.4: <br />1/06 <br />146 <br />/24 <br />No <br />291 <br />22! <br />/52 <br />130 <br />/33 <br />S'f <br />/06 <br />131 <br />//!o <br />/2o <br />/23 <br />93 9 <br />124� <br />tale <br />lg233 <br />IN <br />//¢ <br />/So <br />403 <br />680 <br />720 <br />rt <br />iJ/27 <br />7-25-74 <br />I15.5 <br />/ NcR <br />5ofl- black ORC74NIC 51 L7-Y CLAY <br />s •j <br />S <br />•. I <br />F431 81 J I t4 1 5} P <br />tream watersurface <br />,13 <br />'Rt, / E/ev. 101,2 O �1 45I N: 2 12.5I5 1 Z 1 <br />` Interbedl very soft E;r S0H gray SILTY 29 <br />CLAY & very loose fo loose f-7-NUil-Q. 95.3 <br />3 - <br />gray Fine 64ND wifh scatted 7 25 74 <br />3a _ 411,413 3 <br />ORGL1NlC MATERIALL'. Cor9a•+Ic 5 <br />!rO <br />�0.4188133 5 114-1 e I e 8 <br />� � 9 <br />22 <br />O 97 26 &2,5 /O 1 22 <br />24 <br />r4 <br />1 /5 <br />a ,l <br />�,.319113J 7 11,¢19 <br />/.. 24 <br />42s <br />11.13 1 Jcn1 24 / B I r 41 !9 1 4 49 <br />Stiff very stiff brown CLAYEY 5ILT 40 <br />-80 <br />b;u e-gray `.701.= l r CsL. �►}� 251 /0� 22 . g 1 /.4 13� } 10 <br />74 <br />90 <br />/ 86 <br />83 <br />O5 9�c 25 JO (2.5I 25 1 59 <br />53 <br />f04123 ' l ! I /. 4 145 �11223 <br />87 3 <br />93 <br />104122 / 2 1 /.4172 1 131 <br />144 <br />� 131 <br />1`04. <br />! J I /3 11.4 i/!O 1/00 <br />JQJ <br />,Dense -very dense light 1 <br />/27 <br />very coarse SAND 523 <br />L1131 /7 14 I l•4 19d I /o <br />143 <br />toy <br />/5 i1,4�lOZ� 204 � <br />278 <br />2GG <br />y2 <br />lGB <br />/(0 114190 186 <br />44 / <br />162 <br />f�m�aca�� rnecilurrr grau,�-'I�rr�or �1 167 <br />1 IL-TY very fine SANb 6' ver 1✓i 1 <br />SANDY <br />7-23-74 100 WO <br />Interbedded blue cira� CLAYEY 5/LT \ SECONDS PER FOOT <br />51LTy CLAY Araw-511-7' <br />dark green 1LTY CL�.AY, very Fine 84/V1?y� <br />5/LTI 15IL-TY very Ane SAND <br />/81,6' 241 <br />4 <br />7 22, Z3 74 <br />119C <br />//Q <br />•"* <br />300 <br />PD_ <br />in <br />M <br />LEGEND OF EARTH MATERIALS LEGEND <br />OF BORING OPERATIONS <br />MOORE & TABER NORTHERN CALIFORNIA <br />UNIFIED _SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION a g ROTARY SORING PENETRATION TEST ��ur -� CONSULTING E <br />- _ - -- ____-.. _-_�....___. ___-__�____ Plan of any boring ' ENGINEERS AND GEOLOGISTS <br />Pt ON I CH MH OL FCL ML SC I __ SP Silo' GC GM GP GW <br />LL_. N� FOR SOI LS Location . - <br />Sands with fines Clean sands Gravels with fines Clean grovels ,� Peat Or iZe-N®, LOCatian <br />Highly Gravel N^' = ® Rotary boring <br />g y Silts and clays Silts and clays >12%fines <5%fines >12%fines <5%fines N N organic matter --h,� i1 til--+y <br />organic Liquid limit greater than 50 Liquid limit less titan 50 0 - a According to the Standard Penetration Test Top Note elev. 2 B- No• I APPROVE© J®� IVa, 374�Q IF <br />Solis Sands -more than 50 /oofcoarse Gravels -more than 50 /a of coarse .;r :; .; g Top holeelev, REGISTERED CIVIL ENGINEER No. giGS c <br />Moisture (vo Casin _- a fraction is smaller than N°4 sieve. fraction is larger than Ns4sieve. Sand ; : 3=111 material N2 of blows Granular Cohesive Diamond core boring ° dry Wj) Set g Sample number Pushed <br />�P v <br />Is Coarse grained soils Dr den bs./Cu.ft.) <br />Fine rained sal than N° 200 sieve) ( More . Unconfined <br />than_. _ _. . __ ..._ .. M Silt Shale 0-5 Very loose Very soft neon ins compressive 10Iy sit_ _ sirenLABORATORY CLASSIFICATfON CRITERIA Slows per foot II Grephlc represent+tlon <br />2 Sample boring strength (tons/sq.ft.) Blows per foot 12 <br />_ (D,,o) ; .: ,. 6-10 Loose Soft (Using a 1401b. hammer 19 of driving ll <br />73 <br />X GW and SW- C = D6a greater than 4 for G W a 6 for SW • C - between IS 3, <br />Designates other soils tes s (Using 140 lb. 20 <br />Dip D x D Clay Sandstone cart 30" <br />drop) a 3O drop) 21 <br />�io ea • �.^-°� Jet boring .• • hammer with <br />=4a CH I! -20 Semicompact Stiff = ten, g C-Consolidation •M.. 30 ����Y®A® �� 'V s� <br />-- GPond SP- Clean gravel or sand not meeting requirements for GW and SW. C 2.4 105 4 1 1.4 65 30 dr0 f� ��� �� ���'� <br />rOH,, <br />` Sand cla or ---1 &) F h :::;, HH 41 1GMand SM-Atterberg limits below`A line or P, 1. less than 4. y y S- Direct shearP) 1244= c1a a sand Limestone 21-35 Com act Ver stiff ' ' Test it �.ws®�®GC and SC-Atterberg limits above "A• line with P. I. greater than 7_ y y P y ` 1 ' P E - EX ElevafilOn�� Conformable material change � panSlan Nc2 <br />nd MH Approximate material change t�lo Coun,r 6 Fines (silt or cia Fine Medium 'Coarse Fine Coarse f' `Sandy silt or Metamorphic 36- 70 Dense Hard I " T -Triaxial Com ressionI I IsandI grovel gravel O 2 /4 Clone penetrometer J y) Cobbles Boulders ; fir• p lsand sand I silty sand rock Date Unconforinable material change R��� 213 <br />-- Sieve sizes g s M s >70 Very dense Very hard I n 40 BORINGSLOG OF TEST tip, <br />o _-cL•ML/MLaOI 1 Silty clay or g i Q 2 / Cone penetrometer _-_- _ <br />M L. <br />. clayey a silt Igneous rock i 2 P 40 _ .___ z <br />0 10 20 30 40 50 so 70 00 so Classification of earth materials shown on this sheet is based on field inspection and Y y Dote Of Date 20 �Sea1eBy �RFE <br />LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated. <br />t <br />- ,n W s 5 ©w Dote ravel <br />boring per 9 <br />h Aug.0 <br />Drawing <br />bori B r1 <br />t l". Ww 'I Wr:W, ,4 "?i :; C• n drG.i„ rHiew" �as�� <br />o s r as <br />check b GBY <br />c <br />v, .., ... ,..� •e- ,.x. - . .: '^ c `.,A. <br />- <br />u.l y <br />,,,:.•,. ,:.`k .„ .. �}t eT ENGINEER DATE HEC ED Y -APPROVAL- -- - <br />.., DATEr�.• <br />SUBMITTED BY DATE RECOMMENDED. Y DATE <br />= w,, ,. . ........... ..� - <br />Y , 7..'p- - - __ <br />v1Q. `"�p. . •,< .s- -. i,\ .y ,:. .. , ,. - ^. v ., ., , - t � F t '`4. I� � � V � w� <br />- ¢ J/y <br />_ .£. i �I �� � �i��� � 4,#'^ �� <br />� � T/9/���/ � VD. <br />� SF#Eld TO1°AL <br />COUNTY OF A N J O A U l lib c5c t §4 r zoe ` 0�9 TEAS % BORRV66!��//�� ii ,!crle Dillp��77y 7l�N0. SMEE'TS <br />=�� ra <br />I]u <br />..RawInice. <br />- _ ET NO. 110 <br />r r y <br />• <br />1, 4Y <br />..'.. x �. -.> .. <br />, <br />• <br />, <br />--lAn <br />