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<br />I REDUCED PLAN.
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<br />USE ,SCALE BELOW
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<br />3 INCHES ON ORIGINAL PLAN
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<br />°15urvey Line o �_-
<br />557 _ _ — - 2 J6
<br />W
<br />Q
<br />J
<br />Q
<br />V
<br />--PLAN--
<br />4 NORTH
<br />08-P
<br />(Existing Bridge
<br />NO
<br />X-SJ-�FAS 1263 cal
<br />JACK TONt ,ROAD '
<br />FED ROAD F18 L SHEET TOTAL
<br />D1 �ro ICALQ'f PTal"S 12 3(3QI 9fi2 37 It 37T9 ,
<br />COUNTY OF SAN JOAQgIN ,
<br />CAS' { i4lh(1 4 �l9Yi(1 ,'
<br />COUNTY ROAD COMMI SSIOME
<br />CIVIL ENGINEER UICEMSE NO 7 77
<br />�01#AyY1C"L',.V� o-
<br />STATE OFCALIfORNt _p
<br />--t — —
<br />APPROVED_ ,J�bne ca 1962
<br />1
<br />-- NOTE--
<br />B M Chiseled ❑ fop of west handrail
<br />Elevation 66 74
<br />90
<br />/ LA Survey Line
<br />5 LIP Survey Lfne
<br />Sto 3574 /
<br />Sto 35842E
<br />B �P
<br />B3.2
<br />Ed'82 42
<br />2
<br />80
<br />2
<br />Loose dark Drown Bondy sl!'r and Drawn medium sand
<br />Slightly compact brown and fight red brown silty very fine
<br />r I 6
<br />Loose dark red -brown fine sandy sill -
<br />4• 12 sand with layers of ft ne sandy siltand tine to medium sand
<br />\ 14 s
<br />70
<br />-tY
<br />C pocf dark'red-brown and brown silt
<br />14" I6
<br />1 i Pa
<br />Ver de,,se and partly cemented ton and light brown
<br />60
<br />° le
<br />6ilry medium to coarse sand and silt
<br />1412
<br />Slightly compact gray brown silly medium to very coarse sand
<br />� r
<br />1 13 and gravelly sand interbedded with gray silf 6 sandy silt
<br />, $ /4 rT21
<br />cO
<br />r
<br />ise brown and light brown, red -brown molted, silt
<br />w sz
<br />44 *� and sandy sill with layers of very line to very coarse
<br />Compact fight brown silt and fine sandy sill with beds of light
<br />sand throughout
<br />red brown silly fine to very coarse sand
<br />40
<br />Fi I%9
<br />i[.
<br />_
<br />5-4-60 tense light gray fine sandy sill andgroy/sh brown silly medium
<br />sand
<br />5-4-60
<br />t
<br />30
<br />tense brown interbedded silty very fine and fine sand and very
<br />J .
<br />fine sandy silt- layers partially cementeds<
<br />_ 20
<br />5-3-60
<br />3z;,7 ---PROF/LE—
<br />�8
<br />t to
<br />f
<br />OF EARTH
<br />SIZE CLASSIFICATION MATERIAL SYMBOLSLEGEND OF
<br />CONSISTENCY CLASSIFICATION of any RO`'YARY BORING PENETRATION TEST
<br />.. Ptan.
<br />.I�ORING OPERATIONS
<br />M GORE ane TAER,�
<br />n r cola
<br />E n i ee J G
<br />.IOo O rna raq,m nr+s puaBe•+ in •, the' r psgat or According to fns Standard Psnarotlon Test, ilu:h panNromehr 7o Ash off?
<br />1Ibb Ash e/ivali�-NO ,� A g VEO 1t<g p'
<br />entrom Moan tM lath er •in•h• R•h111nien
<br />!9 Gravel No of ptovrt Granular Cohesive E S Cone psnafrometer Un/1 wemol(k adJdry p Oestriprion a/mo/o/o/ Pu tAed r_ !'J _shoo_ pr�und water JurlotJ
<br />+ } •tail/lc•rl•n I. 1•c•e•nt.. Ncn+mitt ® er OniC Tatter f I►!ry Cy �•�t �(y�j�
<br />e ✓DAW{//N(i1R1Li.lffldR•!k^a IN R
<br />_e0q At7.Y erse•aelr in reU•eerpaf d•a Sdnd fill material ertgl�
<br />JohN- ,::•.:...�.,:JAN PRO,.:,..::.,.:...,„:.
<br />L 7D •nrl,rl, o S vet loose Ye. soft rooeeun,reta COUNTY
<br />a s CI•aN�e•+tonMannlne+ul•1 M•rn •n 111• y y ire Rotary boring Unconfirpd Com receive S/te alJamphr doh msosured
<br />®Shale P _
<br />�me - eo+pf Nat is la•d•n 11•10 lntpanon sne Silt faint per tool B/sins per 40lb ii
<br />•cool/ no+ N tcatrur• to Iw i •1•cn- 8-10 IOOte t0}9 J1rinplAl7Jsglt) f (/tin 'Pot-
<br />/� l Aom/lles /� % ROAD
<br />A f •nlai •nolplr un+nr •e •f• .e ® CIOY Sandstone 11-20 slightly 0ompal stiff "r Auger boring Consolidolion nett lac E° I•. s fin/lips � of - (Usurp o /4010 GropArc '*Presentation J A CI t / ONE / 1 OAD -
<br />4o a OrntD AAew lesl� EWg Novohon ,round water surfan Aomme, with0 of driv%np rah
<br />v1 Sample Dorinq dale measured 3a"drop) 91
<br />/I'/ /�
<br />1
<br />D7 L so Sandy clay or Llmesfone 21-55 compact very still Erponsion rest —� conformable molerlol CAanpe C A L A I ERAS RIVER
<br />=o clayey sand ® fin
<br />v LA Y LAYEY I Jer Donnq lrJoxlo/Compnss/enlesl.0-erodahone/ me terlol Change
<br />h 20 3b-70 dross hard t�% EJlima/ed molerlal CAonpe
<br />h s°ly. it LOG O�F TEST BORINGS _
<br />AND IL Molamorphi° rock n /
<br />to tiny sand 70♦ very dense very hard F'Yt Oiom and core Eor inq Sheerhear(ie (M/sq dJ- 140 gofer/ 1a 30 4a of BS YO SILT �A q all a SiltyclaYor EYYYY ✓oneatreor(/ield) -� -Unconlormobh molerloleAanpe boring Blows per foal -
<br />33Yy o ,q� k "'aye $'ll Igneous rock 1 Test 1t • /rr Or
<br />• a. Y Y I p' Scats s/ Do I Fitt I Orawtng
<br />SILT PERCENTAGES L---� defeefboring d1 tt
<br />lefty 24 /960 C' ,2 9C82
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