|
190
<br />IW
<br />Z /70
<br />O
<br />/60
<br />Q 150
<br />41 140
<br />J
<br />W 130
<br />120
<br />//0
<br />I' LEI i-
<br />„'I L:I II II
<br />hVI'YIdIIVY�YId I i I I € I JVIVLYIV;,IIVVWUdYJY 11i' i' II o . �fu,ILIIIIIIYVIIIll.l6l„I, �I ,•,', I �',', ,I: �: I �� I ,
<br />I,VLIIYol�1illllu.IJ.dW I I I VYIYIiYrY,1lWdll:l�,l I � I IIYYIIIdmWWJIW::aI�uVIuV6� I I � � .I � WYIVd1uVVIYL I:u:IV ,I YIi111111.61111Y111uaYWlll I I /j
<br />ldY dWIII::IfllLIIWII I. I �a /t
<br />IIV nVlll�ld:llladlhhl:lutl I I I _ fY
<br />I,JYf�l,d:.IIWI,JI hlhJIiIWIW11WIId1lh+ladlLlYi ylul LIl3allulll d�:IVtlutlIJ d�YWWII::l I Ill I I � I I ,I � ,: I ...,I _r,..__-__ I u: I i II IYl „IULI:I�,{IIII:I!§IIWII I II I V:IIld:IYI:ImdlVilm I:IIILih61, 'h I I YII ul .I�YuILVId�IILIIIJi91111611�: VI a , I Yl:d� JVIII:1 ill 16d1:u I,o � � I L�lu{JYIIIYIu.la�la,LL, II II I I I .: �:, . , „I I ,: � ,:: ,�: .:,�,. „
<br />I I dIiIIVnIdWI::V1 JIJnLILIu I I � � I II .. ,.. _.:..: I 1 I fLIYLIF.dIsYl it J I I I nd • LI III:IVI, J d,IV.,VJW,I � L I I 1 � I I IfuYIIVIhYIi+I:IILuI1Vl1 I I I I � I , _ ,�, .+uwl, w,,. �L„�r:,. o e •::,m ,.,.., .....:: 6YVIIYYIYJIIdIYIIi.ILIY.IV6i I I i Jd:llllul I IJIYi,4S �..�..�w..WW IIIIIsII.l:,dla II. u I I I u , + m.a+l .,,• � ��� , ,, , lilt,.YIiW11W�iIILull�lll�.,ll€.II WI�VuIuW IfIIdWI IWiIIIIIY. Y:I tlIV.iIINYLIi:I:uuulLlll,.dulsltVhl:Y�JIIIoLJI.ILIIId:u,IIJIIdIY eWYudIIIIIYJIIu,taa klYluul:alllYYImV:IIIIJI,IIIIII+IiI+.JWh IIII,III+iLIV1IIIeLIIIVLLY,.Jn6wiY6VllLla
<br />......... ............:.... ,�:1. _ _:-..I... I ...: •�.I+ Id�:'�Y, ,� _:ay.,.,��,J,..,,aa�„ w:.� �...Ir,i,,.n�ni.a.+:�11YiV:IIuYlYY1111kdIIWI!I:::dIiIIILWhiiillluuldY�'ellWollYW:i.Ylllh�.uallllrJV dIWYIViL'
<br />Coco CHRISMAN ROAD BRIDGE
<br />ROAD INDEX FILE YEAR SHEET TOTAL
<br />NO. NO. No. SHEETS
<br />c PLAN-
<br />- �� / �I I II II':I:,:I::::I alu •
<br />0
<br />I
<br />Chrisman Road -i
<br />t
<br />8
<br />-2A Existing Bridge .
<br />NOTE T. B. M. is chiseled a , pointed white, south side •
<br />of Delta -Mendota 70' f east of IlE bridge, top of
<br />B_2 concrete lining to con% /I Sta. 89 + 95 ell189.08
<br />(County Datum)
<br />os shown
<br />os shown
<br />e/ 191 / B-2A Al /9/
<br />. I • 20 0111111 ' , • .. 1 1 ..: 3� Existing Bridge Deck --�,
<br />7
<br />Soft to stiff dark-' brown 8 brown
<br />CL AY, F/L L
<br />78
<br />13.91115115
<br />111.41 9
<br />1311
<br />10
<br />15
<br />II
<br />11_1 Jill
<br />711
<br />/
<br />Sem/compact brown medium -fine
<br />CLAYEY SAND,
<br />_ 127
<br />15,�'
<br />10.91106118 ' "
<br />3 1.4116 with some CLAY. layers
<br />10
<br />_ 16818
<br />Ib
<br />,)
<br />120
<br />`,:
<br />Compact brown very fine -medium
<br />CLAYEY SAND,
<br />19
<br />16.6111111@
<br />511A1231 with some S/LTY CLAY
<br />/oyers
<br />14
<br />16
<br />{ 32
<br />22
<br />4-7
<br />40 20 7-//-68
<br />Dense oronge-brown fine -medium
<br />S/LTY SAND
<br />Blows per Foot
<br />7 11.41221
<br />Compact gray -brown very fine -fine SILTY SAND,
<br />10-P 1 °� 1 97
<br />a I 1 l with several CLAYEY lavers
<br />X.
<br />911.41381
<br />- - - - --
<br />�.
<br />- Ile 1a
<br />Dense -compact brown very fine -fine SILTY CLAYEY SAND
<br />to l 1.'q I?
<br />-
<br />,0 •
<br />11 1 1.4 127 1
<br />13.41120114 •�
<br />12 11.41 401 Dense brown ),ory fina_finsa
<br />S// TY SdA//7
<br />.i:
<br />13 11.4 128 1
<br />v.
<br />Compact dark brown SANDY S/LT with many
<br />fins .Sl/ T Y _UAlp /nyv ra
<br />7-I1-68
<br />I i
<br />�nullY'udYY,�I:I'I,'IL 'I I I ,
<br />I.
<br />Y YY IWulull:lhdid'u I:L1dYtl ulh I "' d IiLIYIIVII�IYI�lll u' W �16h�VJ11YhIau,dlWlld � �I I � �II
<br />III LI JIdIWt' I ''II ' I I iYl�lWIIY�II III �Y''' I'. W Y d.Y1iVILWYYIt,J!! + J.i IJ III loll ! I � � YJI III IdI�YYII¢dl I ,1-- ' � �oIYL,YII+YYJYII''.I '' ,I I."IYIId+JYIIYLYlll16+IIJIi.J,JJusJLhJ11 liYJd il' LI. ,I '� Y,I6 �:I.11mIIWYlllllidln I' � I li � : r �� I (n.W nlli Ili'II IWIYLI. i I I e IIIII lVh uhJuh. Ill IW": J:I .:, I.
<br />u YIiVYIYLIIhtlJ.al:Vl , I , , I 1414,YJ:1hdl •9�:,
<br />IIJIIIIYi,IIY:IYIIIaII,I::JWJu IJih .a. I 1 Ill i IJn IIII��W II +h IuhttLlh 1 iJ.�IL,,Vulul, � ' III ,uY Y ��6uYIlIIWIYIIIJIdY,�,ll, III I�r.
<br />udu IJuIYI IIIY II �I,:,I +Yule II11V sutlJiYJlllJll I ull tilt Il I LWl u'll1i311i,ll:llll �I II .WI LI I 'n -. J � Y ih� IW II �I u711 .:Idume Ill -111 ruilolJ�:�:,.I ILe �YIuIIYi i'Vu" I
<br />Y I Y: , WII IIJILInI 6 YJIII
<br />LE
<br />GEND N D OF EARTH T H .„ MATERIALS
<br />T, UNIFIED SOIL CLASSIFICATION
<br />CONSISTENCY CLASSIFICATION
<br />ERIAL SYMBOLS
<br />Pt CH MH OL CL I ML SC I SM SP I SW GC GM GP GW FOR SOILS
<br />^R
<br />Sands with fines Clean sands Gravels with fines Clean ravels D'q-
<br />organicPeat ofHighly gGraYel Silts and clays Silts and clays >12%fines <5%fines >12%fines <5%fines organic mOtter Liquid limitgreater than 50 Liquid limit less than 50 Sands -more than 50%of coarse Gravels- more than 50°/OAccording to the Standard Penetration Test
<br />Solis ofcoarse
<br />1 fraction is smaller than N24 sieve. fraction is larger than N24sieve. Sand Fill material N2 of blows Granular Cohesive
<br />n soils Coarse rained soils
<br />- - _- Fine ° rained soar than N4 200 sieve) (More than 50 /° is larger than N2 200 sieve)
<br />50 % ds smal le g IM
<br />(More than Silt Shale 0-5 Very loose Very soft
<br />LABORATORY CLASSIFICATION CRITERIA
<br />50 / Dso (Dal +, 6-10 Loose Soft
<br />x GW and SW- Cu= greater than 4 for G W a 6 for SW; C = between I a 3.
<br />i= o CH D10 c DYO x D60 MClay Sandstone
<br />0 11 -20 Semicompoct Stiff
<br />_ 240 `cb GP and SP- Clean gravel or sand not meeting requirements for GW and SW.
<br />Gilliland SM-Atterberg limits below "A line or P.I. less than 4. 0Sandy clay or �LimestonA
<br />`4J clayey sand 21 - 35 Compact Very stiff
<br />'Q GC and S„C-Atterberg limits above A. line with P 1. greater than 7.
<br />P _ OH and MH
<br />-t Fines silt or clay) Fine Medium dCoorsY3 Fine coarse Sandy silt or Metamorphic 36- 70 Dense Hard
<br />IS)( y) 1 I g gravel �Cobbles1@oulders`� silty sand fOCk
<br />!� a CL sand sand sand ravel 1
<br />` >70 Very dense Very hard
<br />CL•M MLaOL Sieve sizes r,,, g 7 w M M 7
<br />L , , � r� Silty clay or Igneous rock
<br />' 10 20 30 40 Iso `3 �p �p jpp Classification of earth materials shown on this sheet is based on field inspection and Clayey silt
<br />x � LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated.
<br />..'IIII• II I:� I I '
<br />:III. ;r III I l IVVIJIIJIVIdLYulll IfiYIYVlId.d Jl6ill'IYIIVIIYVII.uIi{LYIWI:VdIILJlldtliull6LI:II,dhl1IIIY:uY,:I�JI,IWIIVIVIIVVIuuYIJVIJIIIIII::•�IWI6�V111111VYIYIIII111lu:Jl'VIIVIIIIiYI§Ilu"IYmIIdI:ItlIIIIIuIIIIWoI!IIYI"dlIll, ltlllll dI,IrIIrIli I Y! IYhll6.Yllf 11,111111111 II I � I ''i I I d I I11" ''I:' 1'II I ,I I I r I:: II I YY YII I I111YlYJIuVIYII:II�LIIIIeIYVIINIuI�VllVlto,161IV JiII,IIIJIIII:adIVIIIJ:a+llllllllltl.Ilutl.JIIIIdIV,lldll Iltlll,•L:u:V.uualt.11:LlJdLiu�liWI:IIWIdI'':LIIWIIld:dlVlrlViILWVVILduIIIVuJulldll!Hill
<br />-PROF/L E-
<br />os shown
<br />2 - � 3ff
<br />�Aspho# 8 dravei
<br />O 101 24 1 12.51 14 1
<br />Stiff dark brown 8 brown SANDY CLAY layers
<br />Ii.i IInPI9n 9 1 1 41 11
<br />1.51107118 3 11.41 13 1
<br />12.11115117 `-aI1aIISYl
<br />5 11.41 12 1
<br />Sern8ompoct 8 compact brown CLAYEY fine SAND A CLAY /oy
<br />6ers
<br />1112114 _ 1
<br />11.2 1103121 7 11.41 15 1
<br />1471103194 \, R 1141 Iq
<br />911.4118
<br />12.51112 118 ; :: 1011.41271
<br />Semicompoct -compact brown SILTY to CLAYEY
<br />fine -medium SAND
<br />11.711101 18 ::.: 11 11.41 21 1
<br />14.31108123 12 1.144J,21 1
<br />oo� Dense brown fine -coarse SAND, with thin GRAVEL /oyers
<br />1411.41391
<br />1511.41281
<br />Compact brown S/L T 8 very fine SANDY SILT
<br />1611.41251
<br />7- l0- 68
<br />,-I
<br />STATE NO. 29C-120
<br />III YY Y il' + i' 'I
<br />.II YW IIVW:dllldll I II l �IlYall'II le IVlJi;llll111ld1.1 Wlldllih:' � I' L
<br />AlI �I,li: YYV IIWII�IIV::YYLYIJIu I I W ILIIYA ht 111uJYl:
<br />III I I Y I I ,, _ Y I JI dlYllhll d,l IIIII IIiIIJW Itl I nl I i Y IIII IIa{YiaY IJ . I I•LfIY�L'' II.:L III°ill I I I � I LOLL Yu IVt.:LdlWll I. 'III"4' I I , IYnm6lllJllll I:,ii � : �+ I IIIII leiloll6+w ul ' V � I � u IYW,IIIY:u,�mull'W.I'a II tlu • 1111 I r L.:�iaumnlWJuuI�J,. ilia, u14" ', �• L I ,II .:I , I ill Ill I IIII, YI IIIIS I II .I:•J LYid:Ydn.all l:L i. .Il.dldulYl�l.11l JllYl LI II I: I II I o Iiaf I•Iluald.LLuJY dYl„I�I:WYYLIJLI I I I I I LlYllallY:IIIJIwh:hll:lYL.Id:hHulhlllt, I I r I: I , u lylhlddlllu:II:VIIIIIhduIVlYw VI hlVddl. ILIIdd�aullAu dilllll I I o I ! LIYIJddu�JYYIIIuIIYVdLd,:IIYdIIWYatYlsl ulaYll P:IOIY YI I ,lY:^ I I I Y IW I du I L, I,I LIYV . atll6dfllutllllLlYlJI:I IVIJVYddl a Il.:duli IIIII I I I IIIYlmhl dall� I 'll." . h � , d J Y iulWl:Ydlldp I+II IIJII::nli611�ll,IYIIIYYII€IIItl:JIYJII+.. illnd uYI,I�IO:IIYII,.VllldlluuldYl6,Yu.IWYIIIYYIIB�IIIdY'lilllllWllluYf€ImuilY:,utlIIuUIIwhYLIIIIJIII�I+I11rtIJI+IIdI:nIILYI611lYIILYIIttlId11111d,1,hhII+YIII�oLi611:Y118GYV:IIId,IdIlYIL9111L:I111111111YuJVld1'L,'J'llSi�
<br />LEGEND OF B O R I N G OPERATIONS
<br />�100R� TAQER •
<br />ROTARY BORING PENETRATION TESTngfneers�ofog�st,�
<br />- Plan of any boring
<br />Rotary boring Location B-No. Location
<br />JOB No. 3845 F-4
<br />Top holee}ev APPROVED 1 ui,,, q-�q-`sc
<br />B - No,
<br />" Diamond core boring
<br />H Top hole.e.lev.
<br />J"I Itl:ls IIIY I I I
<br />I III �JdIVI.€,I JY' e: dlllll!ILIIuIYiIII Y:IIIY'I,I IVY.IY IYIWIIRI�IYNE�lGllllllIYSII II ITIII:. I.EYIufRII EI ID,III
<br />luCIVIL ENGINEER
<br />NGINtEr ER No. d1Yr,SMaI Dre(�dry wt.) Cos1ng �� js) Y W!Y i lull wL I III,f IInJul Ylllldll 1�16YJL�,YI AI tlYLII:i,llilalhl,4,I,IIII IaIiY::l:n11,III I�tI:LIJJIII.u.Y.IIL.IIYnWYb: Pill JIiILu W.LIuJiIIJJ iJYIU Lmw.NILi,AIJLL:IInIll�tlul�ll�
<br />Set -Sample number Pushed ••---P \\��/ •
<br />Dry density (lbs./cu.ft) COUNTY OF SAN JOAQU/N
<br />size Auger baring _Size of Sample (inches) to Unconfined compressive BlowstUsin�a t401b.hammer p +�12 Grcphic rnpresentl.tion
<br />131ows per foot
<br />" Sample boring strength (tons/sq.ft) •:= g (Using 140 I b. of driving ra
<br />ran Designates other soils tests with a 30°drop) 21 O
<br />Jet boring C - Consolidation hamper with,,, CHR/SMAIV ROAD BRIDGE N- /077
<br />(2.4 11 5124 i 1.4 65 30°dro
<br />S-Direct Shear p' 444 I of DELTA-MEl1/DOTA CANAL
<br />1 ; Test pit G.W. Conformable material change 12
<br />E - Expansion Elevation �� .Approximate material change s 10
<br />p 11
<br />Q P. "Cone penetrometer T-7riaxial compression e • . Unconformoble material change 21
<br />31
<br />2112 "Gone penetrometer � . _ ...:.:. ... .. � � . �..: 0, F .: TEST .. BORINGS
<br />. .
<br />Date of Date 20
<br />Bl
<br />ows per foot ao Scale Ill = IOY lCh Date 7-16- 68 Byborin9 10 p- by....".._.Drawing
<br />k eC
<br />}v
<br />Ila IIY:.YII Jllldl, u.11, �:1 �' u �
<br />-. YI d�: YYud IduVIdIIJ ILIYIIIillulo II: '66 L' I Y I I. L JI ul illl,ll I LdlL It mVYIIIIIII, II�LUIYaI IIIIJ:�d'i�l'' � I,'I II: I' i t I I I II I� ul . II uJ Idldl Lo 6d ,WII I Y I . It III ,II L: I , I rl 'I I II I I ICI
<br />dL YlYlllldullll: Iiu� "h Y I�I yltldYn {ILuI �, 'I � a I I�, II. , 1 Ilomlllllill:l::I Iduilrl II II II' "' � .I 1 ul I. III IuuViduYllludl Irl:ll 'i lu I I I I VIIiJlatldlllLJAl
<br />�I:�I IIIIYIVIYVIVIIIJ611eIP " I 4 �.IuVlll Ls._hlh I I VmY.I,YILYI:I�tl,uJdll. I .eLWdIlLIudYY� I I I ': � I: r IY YII+YIY�uVI+ ,� I :.,. �: II 'r I I � I ': I:I: I I : §d61u0Wlumd�JYliYIillYdltltullYllll.dJIJdY1dnI11161V.,IV9J.:uYlulu'.1IIIIuuLIIVIYullll:IYI�d:LalVuollfil rJVVn�IIhY.IIIJ�YIIhI�I„IdIILII�II�IdIJ{I: OIIIuVLII�'VIY'II IJ� u I I II I I I II I I. ':I Y:'uw••IL.L'y€•w,',I'Iam:y6lYtwxu:,.u':�'.
<br />a � _. IY ,6VY WI 11611aIIIIIV:L.Vld�llY,l �:I:luI:LIYWwdVl�l6:IV:IIVIY:IIIYludN��IlIiLYJIIVulIIIIWVII��I;yIIoJVIcV:6tIJ1V:•Ll a+:l,YWll illllt •+ ,�41y-,.,, u +
<br />
|