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<br />dEIIll 1,111' 11111ulllllllull4,h'IM1IIIIUIYWVItiIIIli!.!ill Iii I III illillil"IuIIiIIIIII1111616tldIiWVIIIuIIIIhIVliplllJill 1119d1u iildJltl,Willi iiilliIIldi1YH11I1I11I1,9tlJIIWV11u1�IIIm"1,IWilllul{II�IJ'ulYYIWYdIEYJW��,IIYVIYu��uatlIllI Wall,h1^,L1 .LI6WYI�IVIhdY-iJ1I,IIVI�II�W1,IVIu1WY, IIJ
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<br />S5
<br />J
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<br />_ /O
<br />P—EXISTIAl'
<br />D UNC:AIV ROAD
<br />* I I
<br />A howl S S
<br />80.5
<br />Loose brown SANDY SILT with Scat-
<br />.
<br />tell GRA VEL f cemen led layers (MO
<br />Compact brown very Fine -course SAND
<br />wi l-h scattered fine GROVEL (SW)
<br />Compact brown SANDY SILT wif-h
<br />�!
<br />CLAYEY layers & with cemented
<br />3
<br />1.4124I
<br />layers 0ML)
<br />1 41 r�
<br />Verydense brown gray sl�9hfly cemen led
<br />`��,
<br />SANDY S/LT with CLAYEY layers CM,
<br />1 51 / d liio,�
<br />I.Z.o'g7I32
<br />::,' 0 I i•41 Z/ I
<br />Cornpac t very dense brown - orange - grayj
<br />4 2 i
<br />SANDY S/LT with CLAYEY Ia yers &
<br />very pine_, - medium 151LTY SAND
<br />f
<br />wi f h sligh fly cemented layers �ML"1SM)
<br />14.6197 1126
<br />i 91/413601
<br />lz9Iizz 1 ib
<br />::y/' // 11.41471
<br />•.••�. /Z I /.4'3/ I
<br />/318;t1.91
<br />- - 5-19, 20-71- - --
<br />PLAN
<br />PROFILE
<br />AS 5hown
<br />Bridge deck 6-3
<br />-- Ga.S a —
<br />Approximate ground surface pro,Fi le
<br />along downstream edge ex/
<br />-_ sting
<br />_br��'ge
<br />672 !{,
<br />Brown
<br />Bro>tin
<br />CLAYEY
<br />Stream water surface
<br />SANDY S/L T OV L)
<br />—
<br />—
<br />.S(i'oht/v ce,rnenfed -
<br />/
<br />SILT (MLi
<br />Fine -medium GRAVEL (GP);�
<br />Brown SANDY CLAYEY SILT L) .i
<br />compact brown very tine - medium
<br />SILTY SAND (SAKI)
<br />�•Q z4
<br />Ltg/► t browr� SANDY SILT <sJM�
<br />Dense brz2wn Ucry Ill- - coarser .4A/VD
<br />with scattered GRAVEL 65JW) •:.
<br />211.4139I
<br />Tan slightly SANDY CLAYEY SILT
<br />0ML) X
<br />Dense red brown very Fine- medium '
<br />3 1.4 .3ig-
<br />I l
<br />SILTY SAND ICSAI
<br />Dense brown orange -gray CLAYEY
<br />SANDY S/LT �ML)
<br />Sernicornpact brown orange - gray
<br />SANDY S/LT rmL)
<br />Existing bridge
<br />JIB
<br />S
<br />BUILT
<br />l0 -__._
<br />9�� CHANG 0.�
<br />AS Shown
<br />'Very
<br />loose brown -dal brown very fine -
<br />Fine SILTY SAIVO - -o SA/VDY SILT
<br />r:•
<br />-Fill- CM1ML,
<br />4, 5 I
<br />- L !l darts bro wn SANDY SILT wi -1h DL A Y-- -
<br />EY layers slightly cemented /avers �ML)
<br />2 ��4�s
<br />i�
<br />13114lIll
<br />-- -
<br />compact —
<br />Very
<br />Jzl 198120
<br />4 11,4121
<br />-De brown -orange SANDY 5ILT9rodin9
<br />�.;�
<br />to Very Fine- fine SILTY SAND with
<br />�. ••;
<br />cemented layers CML-1SM)
<br />Compact gray brown very Fine - coarse
<br />5-24-71
<br />G 11,41071
<br />S/LTy SAND (SM)
<br />i
<br />Compact brown -orange SILT to
<br />n
<br />I /•2198 j Z9
<br />^.�
<br />71141041
<br />SANDY _u, iL7`�
<br />Loose brown orange S4NDY SILT with
<br />1s - I; 6
<br />�!
<br />8 11.4 ��
<br />PEATY si-rin9ers (MN)
<br />'
<br />Dense - very dense brown -gray SANDY
<br />lA.i lios Igo
<br />�:'� s 1l.dl9ofl
<br />SILT slight/y cemented in part- �Al
<br />Dense gray -brown very fine - coarse
<br />•� :
<br />io l i 41 ¢9�
<br />SAND (SW�
<br />Compact gray -brown SANDY SILT CA -AL)
<br />12S I97 124-
<br />;:_:
<br />// J Z412/ I
<br />Loose gray CLAYE1'''SAIVDY S/LT CML)
<br />Serncompact gray very Fine - coarse CLAY-
<br />.
<br />EY SAND CS 11
<br />1311.41351
<br />��. Compact - dense brown gray SANDY SILT
<br />17 7 I its 116 \. 1411.41701 yvi -h 5%9hl-1 y cerr)en ted layers (ML)
<br />15 Iel I2G 1
<br />5-00-7 /
<br />O-
<br />7Q
<br />El,rdbj
<br />0
<br />I
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<br />„ ,I
<br />I I
<br />d�JY 111 due�alYddA{I1111ulYVI,nY 16Ya,.II.,wul.I llm .d L: Ya,flldhllhu 111 Y, IiJ11 I �,�II 'I„ I!' �AlI I I,
<br />�. '.II �.' '� „' ' �, 'I' "' I � "" �II1,1111a I�hi�II�IYVIIIII�:u�����JI IId II �tI ��,YuaalulJYYalellJl���lI II I r II a Iu��wll IVu4lYl,� d�l.� YIJIIII IwIlluldlWi II16VIYIYa d�L�!{r�latll'uIw I�I�III�IIIau�hN,�l� 66uII,�I�wwlluld�IIItlJIa1YII�JIJLrIVlllal.uduJ�u,ll���dlhl.ollle I�uLWI{II1{ell.n.116L1.IIBIIad��ul{dsL1. 1,IJJ4�Jh oIIIiWAu9�d,�,IJlhlyou{tallsVl.a.lYJltlduu, {III,.IJI�IIa6mishul,luwo, I.�,1d!.i,IdIIJ�,IIIIaIdl�uneuhY II JI 1 J I I
<br />: C �" u �A °� Q -
<br />0 1 EARTH,
<br />I M A 1 E RI I A L S MOORE & TABER NORTHERN CALIFORNIA
<br />.: � E � E. � N D O F Y O .R ' N V „O P. E 1♦ JI'1 T' O :..:. ..., ., CONSULTING ENGINEERS AND GEOLOGISTS
<br />NS
<br />Pt OH CH �jy'UNIFIED
<br />D 1 ED SOIL
<br />SC SP S CLASSIFICATION GC MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION Plan of any boring
<br />ROTARY BORING PENETRATION TEST
<br />OIL
<br />AA
<br />tf_i ", I GM GP I GW ,FOR SOILS Location Location �q
<br />B-No.
<br />Grovel Jv Peat or Accordin to th St Standard n tr ti nT t Ize y g Q t
<br />N Jy
<br />r Sands with fines Clean sands Gravels with fines Clean gravels N N Rotaf borin APPROVED w -Y —2e --7I J013 No. 371 48F-10
<br />Highly Silts and clays Silts and clays >12%fines ° fines >12%fines ° „, organic matter TO hole Bill B- No•
<br />y Y <5 /o <5 /ofines g e Q Pee a 0 es P 2.5"
<br />®- organic g TO hole elev. REGISTERED CIVIL ENGINEER No. ql�s
<br />Liquid limit greater than 50 Liquid limit Less than 50 0 o N p
<br />Sands- more than f r 1 I I I I S 50 o cos se rev Is- m r than , I e o e 0 of coars G 5 e I' IIIII � I II I 1 .II e'Pl film �.tl ud�hlu�I L. �JII,,�dIlJi llluh '�IIIV'I rv��i�{�d��J .ill. hl opal'IVII dJI �d IIJ Ii1�� Il�m 111 li' Jlui�li oJi Yln �li dll�ldu a.l'JIIIIIId�ISE IIIIIIuVIIiIIII IIi�tluIIIL:JIh II111111 .1�11 I
<br />lolls /o /o ir;•,' .i Diamond core boring Moisture %d Wt. Casing ® 111IL,{Vrolmhlllo,Iv{L.�,,Ill ululooul+II IIYI II�a111m 11110 u11 I Y la'I L. .I I. a 1.. I I I rl � I et a.. 11 m.a.'.Inu la111,I,�II�Iu:murt,Jlulllal�l.11:ll.or,�I l,Id Ill III
<br />fraction is smaller than N44 sieve. fraction is larger than N44 sieve. ?•.
<br />rl q Sand 'Fill material N2 of blows Granular Cohesive dry ) Set g --Sample number Pushed -----P
<br />Dr density
<br />Unconfined compressive to 1 N
<br />F150 grained soils ) i Silt Shale 0-5 Very loose Verysoft P P Gr hic re resentrtlon
<br />ois smatter than size Auger boring Size of sample (inches)
<br />Blows per foot ) COUNTY OF A ,JOA
<br />! '�f 190
<br />(More than ° N4 200 sieve More than 50�/o s9argerdthanlsN4 200 sieve) � N y, Slows per foot f 112 �'•P p
<br />ly LABORATORY CLASSIFICATION CRITERIA IM Sample boring strength (tons/sq.ft) :,- of driving rape.
<br />II il 2 g ...{Using a 1401b.hammer i9 0 d
<br />o (o1a 6-10 Loose Soft (Using 140 I b.
<br />- �- 5c GW and SW- C = greater than 4 for G W I3 6 for Sil C - between 18 3. Designates other soils tests
<br />l 1 W u Dso c' p MClay MSandstone fan g with a 30 drop) hammer with 2150 DUNCAN ROAD BRIDGE �# 1612)
<br />cH l0 10x o60 11 -20 Semicom act Stiff `; Jet boring C - Consolidation �;,
<br />E4o P cl� .4 I105I24 114465 " 41 t AT M O R M O N SLOUGH
<br />t I _ b GP and SP- Clean gravel or sand not meeting requirements for GW and SW. 30 drop)
<br />r--� S- Direct shear Sandy cloy or P `�
<br />F ' GM and SM-Atterberq limits below "A" line or i? I. less than 4. LimeStOn@ 21 - 35 COm act Ve Stiff r T@5t tt GWS� _ • �� Conformable material chap a 12
<br />t p' clayey sand P rY i r P E- Expansion — '�: g 5
<br />° GC and SC-Atterberg limits above "A' line with P. 1. greater than Z 4-_.a Pa Elevation
<br />` Approximate material change 6 1�
<br />Dote 10
<br />OH and MH Fine I Medium 'Coarse Fine Coarse :� ' Sandy Silt Or Metamorphic 36- 70 Dense Hard I • T -Triaxial compression g
<br />LOG OF TEST I., CL Fines (sift or cloy) i 1 1 g I g �CobbleslBouidersi• y Q 2 /4 "cone, penetrometer ��" Unconformable material change 21 �� BORINGS
<br />sand i sand sand ravel ravel Silt Sand UWWI���" rock •� 31
<br />to -- Sieve sizes 8 g 2 1 M s >70 Very dense Very hard ^ I
<br />�� a MLSOL �' Y ___ Silty clay or V 2 /2 Cone penetrometer 4 _
<br />o -- �� ' clayey slit Igneous rock Date 20 40 „ _ I By R. F E.
<br />Classification of earth materials shown on this sheet is based on field ins inspection and Y Y Date of Date Ma 19% 1 Drawing
<br />- o 10 20 ao 40 eb W r0 eo so a p scale e ! - 1 O
<br />Blows 8r foofi
<br />1 � boring pe
<br />r Check b
<br />should not b construed tr t i iec o e o s ued o imply laboratory analysis s unless o slat
<br />LIQUID LIMIT
<br />p y y y s stated. g Y
<br />1 � ..I I � e.�.
<br />I I e ,�
<br />!d.. � �. � Irv. o � �� �i, I �,, � �� � i� n p�,l I, i, ry1 � „ � �� i � �Ii'i L I' ni I � II r. tl 'li I � ,
<br />I I L ,' II II I I I I u� I I I 1 1 1 r I I I I�I �� I 1 luhlnl not , u �dl 11���. I III I � 1 ' I sna I I, I I I iY,tt �f! LI I' I ':.: I I I. , I I IIJ��m 11� �..I n1 :Ili I:,II I I � I. I I. I" - I I Iu II I III ��I,I �uJ.�1 � 11 1 � uI • �.�I ,WII JIIlII hVi L�IIIuuIIIW I II�Jld�1Yl�luIIVJVll IIIIIJI IIJWI V li.l �.d�11L I I IJ��IIIIII 11JIYh1t�l Id ,�JIdIdJ, a. I � �L� � u I I I,JI�.�u,l uYIIYIY,�JIIIh �� .•I. Ju � I. m � � I. I , � I I � � - �' -' JII � � � "� � ' � ' � w Ie1 �n� I ,4 - -- __ -- _. __ _ _, � d k ,ill I I I I I � I 'u , III III II:I ,IWdLIuWIdIIIIWIII u1 II I I .,I Iulll. .I. I IdIV ill r I . Y W I W dd II I. d I JWJILIILuIII II I Y11I I llu JI! wJll .l IILI I. hI.IJu il�laulV u1 .11. I I ILul,dl�nl,Y L I-LdIIL�,Ya.o ». J Jlu{ I I. I,,I� I r. d uJ � I I V I a; I , I I I I
<br />Ell W li IJ.I II. l V .Ill I IWIIIIIJWII III I JW, IIVIII I, III,I�JJ !JI n lu WI V li,.Il IYhI V,h,11 II. IiVI I,Itl uI IilYIIIIdII tl , IIhII I 1 Ii�IY161lulY,ldJI u.l� IWI I: .. I dt+i � u,luull. I I � 1 I I � , _ I � Ili it l l I III {s ll � � - J1 ,Ih IY:I J4 1e,W l a WI I VI W I I. J, VI I.. ilo,.l , I � V hll IVII I�ralli,� dhYl ll I I I W III w a udul lulJl lu Via Ii�ilJu{J ,11 u. �l III 1 t,1 II I I I I: d I I J n,t.11ou I uu1
<br />4
<br />- _ 1___- t__l-_ - -� i I I� Y sl I.I I V I I - LIIW I,JII l III �� _ 1 4 Y t uhll YIIInJi1 Itllll eI.IYJIVII,ldlul IJJ11ull•II n:ll,tl I{IIIIIIuIIII,.dIIW u:IVI 1u1611 d{ II., uul6u.lYu.:WIL.IddlY�l,l:udlllV{udlll6hlu6116tu1616,IIIIIJI�dIV1,IILI�uh!IifJlddul.lutlYl Illl1,IIIIYuI:IVVYIULUVId. III: I yl - _
<br />PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE PROJECT ®UNCAl1/ ROAD ST
<br />NO. SHEETS
<br />-A--,�.>� 7 r;, COUNTY OF SAN JOAQUIN
<br />A 3 _ 9,73 �� 73 � ��s DRAWING N 0 . BRIPOE NO. /6/2 � 122.
<br />��d STATE NO. 29C-111
<br />
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