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<br />65 67 68
<br />Existing bridge
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<br />NOTE
<br />B.M. N°/0 (F Bk 480) Square impression in sidewalk,
<br />S.W. side of existing bridge. I7'Lt. Sto. 64t 74.
<br />Elev. 120, 29 (County of San Joaquin datum)
<br />35' Rt- Sta. 64-A73 35'Lt. Stoa, 67+80
<br />Existing bridge deck 8-2
<br />B-/
<br />'El. /2/. 2 a
<br />E/. /20.0 II 3.
<br />'
<br />Comp ac) ton very fine to fine SILTY SAND
<br />Soft to stiff and very stiff, orange -brown '✓j= with dark brown clayey silt and
<br />CLAYEY a /LT with gray silty c/ay layers 1122 I 11.4123 fine to medium grave/ - Fill.
<br />1 10 p ` �.` t
<br />� 4A,
<br />1041 18 1 11.4110 1 oil fine to medium gravel- Fill. Very dtse, gray -green, medium - large
<br />' 0 - 1 1.4 `225+
<br />35'Rt.Sto 66 73 fro - ground surface at 1 cobbles and boulders--Rior�
<br />11081 19 ' 2 11.41 15 35' Lt. Sta. 654 68 1 _ upstream edge of
<br />B -.3 bridge. ' :`•-3 11.4 1580�
<br />"/ 3 1 1.4 22 -` -� E/. /03. / 30 Very hai oronge-brown SANDY CLAY.
<br />198 128 ; E/ /O/ �� 'I '
<br />30 Dense and verydense, orange -brown, Corn act re -brown to orange -brown, fine 8.31118 1 16P4 11.4 71
<br />,., �„ p - _ ��-
<br />' -- �- g --_n -I 4 1 - - - - -
<br />1 u 5 117 ,..4 1 1.4 11a5+1 �' .e: erase; fan to of brown! very fine to tine ;:� .' to medium SILTY SAND with several '`. Very de*se,tan to orange -brown, very fine
<br />Very dense a/low brown fine SILTY SAND- %Y, CLAYS SAND with scVv X �d fine grove/ I I I fine c% a sand /a ers. to fine SILTY SAND.
<br />y , r v c�yr%iii Y ��i,�rri�l\b/r�� 114 10 I 1.4 26 y %� y 1105122 4: � 5 11.4 1150a
<br />• I 1 1221 13 � I (1.41 37 1' , •.
<br />1 I I I 1 Io , 'W; 5 11.41180+1 :7' Dense, light brow�i fine to medium SILTY SAND.!
<br />Very hard, o, an a -brown SANDY CLAY with
<br />t 1 � 110 17 " 2 11.4 1 23 S 1 --
<br />very fine p /ne C/OV2V sand lavers. _ _ _ -__ 1231 9 : •�.• 2 11.4159 I � ; � • ' III 61.4 46 13 ..
<br />16.0 1109120 \ 6 11.4 1105+1 - - /'orange
<br />Dense, f re to medium SILTY SAND. Dense rnd very dense, orange -brown, fine
<br />14.5 1 112 1 19 3 1.4 1 72 1 1106 1 18 3 i.4 1 47 to medium CLAYEY SAND with
<br />1 117 1 17 , 7 11.4 171
<br />1 5.5 1 101 1 25 7 j 1.4112o+I ery stiff to hard and very hard. orange -brown '�� Very stiff and hard, brown to orange -brown I some sandy clay layers.
<br />SANDY CLAY with several very fine to fine SANDY CLAY with numerous thin
<br />-- - -- ,
<br />rl fine to medium 1 2.3 1 no 120 � 4 11.41 47 ( � � _
<br />Very dense, ark ray, ND / � 5. I 110 20 4 1.a s2 � , 6 11.4 I120i 1
<br />' B I i.419o+ CLAYEY SA • _ I_ c/a e i sand _layers.- _ _ _ _ _ venv fine to fine c%yey sandlayers. I l04 123
<br />f' 1 Y --
<br />= A r n 107 20 5 1.4 29 105 1 21 5 11.4129 I 2.9 112 18 9 1.4 48
<br />Hord and v_ ry hard, t0 to orange -brown I j 1I 1 I I I
<br />12.9 1 101 1 25 9 114 169 1 S� NDY CLAY with many, thin, fine Hard, brawn SANDY CLAY with very fine
<br />17.0 1 108120 6 11.4 1 66 1 to fine clayey sand layers
<br />Mill sand layers. 18.6 109 21 6 1 1.4 73ji_ 1 7.1 108 1 21 10 11.4 65 1
<br />1 6.31107I22 � 1011.4176 -_. . �_.�
<br />Stiff brown SANDY CLAY. 15.3 Jill 119 7 11.4 1 67 1
<br />187 134 7 11.41 II 1
<br />11 11.4 1 57 1 Hard, oral gY -Oy SANDY CLAY.
<br />.9 1 112 1 19 8 1 1.41 46 1
<br />17.2 1 113 1 Ia / 8 11.41 66 1
<br />4L 110! _ -
<br />I2-23, 24- 69
<br />/2 -3 - 69
<br />CORRECT10-INS
<br />NO CHA1NGoES_ �i4.4e!M4eaow
<br />DATE
<br />12- /-69
<br />65 66 PROFILE- 67 68
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<br />, I � �. I. I� � � �L, � �. I.. I�. I. '' III I �� I � " � � I�. I I1111S. AEI Ih 'III Itlleddllll Yn �olV �i„IIu11,I�VWIVd I.,�hl hlldVd, ltle UVh I. YIId YW YVI WIWml i,l�l YYullili�i .WI IYIII6 VV'VI IVI IwrnI Y,IIIVI it Wu � hVl a61�JLlW III ,IImLIYI�YII�� W IuIJltl41 '; lu �n' I I II � I 6�ilhlll�� V .I I�IL hll I, � I � Jd.11hlIIIIVYIJIIaI�l�lllWhtlVII�IIIIa�d11111L IIId1WI�LhIhl�Jl IIIII. IIIIIIYWIIVI�JuJhhF ,I.Ywhl,du„II VI IL.,ua I ��lu IYY Y,II J Y I YYIIIIY I I I � I � Y � ,I, m Ilmluh_IuuAVuuI11,IV1 lilllh'iI� Ihm I I. ItlVll I V I � I'" ' ' � � PYIII ''� '� 11 "I' ' �' ' I " '�+ � I '^,� I I ' � J 'I'I ' r '
<br />V,�Ya��lI IYI L Ih,VII,�Jo IlV ITV IhaJIYuJIII I IIIII IIYldIImlVhII IJI � 01�6� � I Yo IYJ III�I Y �, II',„ I III I rINI IIIVaII�uILIIIIu:II I.�VI IWI YIiL II WIhIh�Yll �flVuI �LI YIdllYllwu.l.d VL .IJIII, II I�II�,I IILWI,Id IY Y� I, (IIIII 61 WI�YJ II. �lIIVIYaIn Ili VIWJ.YIII uF,II VI IIIn � uWI IIYI�IIUIIInV I I I i, 6J , IJ.I 11,6111,11, Y�tlL dull Yl'III II �W.II d�l�lll lu dl luVlllJull ullYI VIItl�AhI�L, IYI IIJ III I�., � III � � I I I I �,hlYd{{Y J, II II. �W ul-I n' I�IVI w.l 'all "IJIV L dl 16�4 �� IJ,I I' I � I 'I
<br />I I V � � YYWI u� IIWI�IIIII I if lY I I I WYI I I III IVIIWJ I IWletl ,IJh �IV II 'uY J II II II II I II V I I I I V I Y , J I I �I�I Y VI Illllm I�IIIYVJYI II{ J�WIIIV alhl,Y� V I. III lih �I h I u I II I I h lu I I � I � � I � I III III IVVI� ,.J�II dIII IYI l III �� I,1 III II!!Ih I ,IWI��.I� YW nlYl II J h Y 191 IJ � SII I WII W I I. ! I I YWi�ll Y I � II ,,Nall IIIuLII�,IY,I11YllYulY,l .I II _ I I I�dYIY.IWInYYIYWIIIIIIIrLL'Illlua.l16hIIII��dJ,�IlJtlil,llf✓Ih�IlluilllYYI16V{6dI�W611YIJIYdI1JIHu��(VIII��YV61YlYIIVIIY161o�I�I111,�WIIIIIIII�III,IIIII�,YII III, IIIIYIIIV,IVIIIIVIIIIVJIIII�I�II�61� Itl�MIIIIhuJV IY III lull II ��I ulY I �� IIIIIJhlll.l I LI ulYl ulYl in AIIIIJIIIVI.��dEal Id�I1dI�V1E�uYIIdIYId�,I11�111111II�IIWIIJYIIIpIII���Illililll�,I11111II�Lh�11hIiIIII�IIIIIYIVYI
<br />I � ,
<br />EARTH MATERIALS L ND 0F EA LEGEND OF BORIN G OPERATIONS MAAAA & TAM (ng1h7C.-J-S-;oIoyli
<br />Pt �W..�.C� � MH UNIFIED ,� MOIIL CLASSIFICATION SP j WGC �� GM � GP �� �y "MATERIAL SYMBOLS
<br />CONSISTENCY R SOILS (CATION Plan of any boring ROTARY_ BORING PENETR
<br />ATION TEST I
<br />P Location
<br />Sands with fines Clean sands Gravels with fines Clean gravels N Peat or size Rotary boring B'No• Location _- 369112 F-2
<br />Highly o 0 0 ®Grave! ,� organic matter To h APPROVED JOB No.
<br />Silts and Clays Silts and clays >t2 /ofines <5 /Qfines >12 /ofines <5%finea g Accordingto the Standard Penetration Test P Ole elev. 25• B-NO'
<br />H TO hole ! REGISTERED CIVIL ENGINEER No.9165
<br />organic Liquid limit r o er than Liquid limit less than N ✓ e ev. e t 50 L a 50 0
<br />I q 9 4 I,I'I II P
<br />u� lil �'YII III IVVII �� I I . II ' I o' VI IIV1'L��o�, Jl�k.�llllw nJ lllell J6 el Ill�l uh lllY �m,l lu all of lWII Inlllll,nlJ
<br />soils Sands more than 50%of coarse Gravels -more than 50 /o of coarse •;,:• . •,i •- Diamond core boring � O Casing / tlIV II II IIiIIIYI IWI I�YIIIIIIYV IWIUI JY, 16 hI IluY IILIIVYJIIIIII6ViII,IIIIIIJI iIIY L. idl!VV IYI, 6! dull lull 11 llih, LIu Ylu IuYILIYVIhII IIY Yalil YIdY Ili b h,, I III I ! W Y I YII I eIW .IYI 1011 IWtl ll, ll',LY I Y IIIIrP"uP,lll611l dole '
<br />fraction is smaller than N24 sieve. fraction is larger than N24 sieve. =;" Sand ' Fill material Q Moisture (Jo dry wt) g --Sarn le number 0
<br />N of blows Granular Cohesive Dr density Set p Pushed P
<br />M a 50 ' t Ng 2 Y Y t lbs./cu.ff.)
<br />size Auger baring -Size of sample (inches) COUNTY o•
<br />Unconfined com ressive
<br />(More nine %asscdialkrshon OOsieve) (More than Coarse
<br />9argerthnnsoilaNs200sieve) Slit Shale 0-5 Very loose Very soft P �;•;-;_ Slows per Illfl Grcphic represent tiara
<br />.. w S ,. lJ O A Q .0 / ,
<br />B
<br />A N
<br />LABORATORY CLASSIFICATION CRITERIA N Sample boring strength (tons/sq.ft) ! Blows per faat� lgi2 of driving fats.
<br />` p (QM)2 6-10 Loose Soft ® (Using o 401b.hammer (Using 140 1b. C g WI L SON WAY BRIDGE N° 1495
<br />x50 GW and SW- Cu= -� greater than 4 for G W e 6 for SW; Cc� between I t3 3, C1a Sandstone f�1 Designates other soils tests it Vwith a 30"drop) 21
<br />III o CH / Dill °i0 x 060 �f,^ y � 11 -20 Semicompact Stiff ;;�; �t boring C -Consolidation '�'' hammer with �
<br />E4..�2.4 �105124 I L4 65 a 41 j� ACROSS
<br />tea/ GP and SP• Clean grovel or sand not meeting requirements for GW and SW, • ' Sand clay Or--'� S- Direct shear 30 dr0 ) 44 -{
<br />t �;� GMand SM-Atterberg limits below A line or P. t. less than 4. Y y Limestone 21 - 38 Compact Very stiff. ' r T@S# pit 6WS �._ �� �-Conformable material change P 12
<br />~ac clayey sand P Y t P� Approximate material changd 5 /+
<br />U •p OH M ., • �•_-� E - Expansion Elevation - :(/.
<br />OC and SC-Atterberg limits above A line with P. t. greater than 7. � g
<br />> " T -Triaxial compression Date PP 9 to
<br />/ / N�' MCA IVAL
<br />2C ,i H Fines (silt or clay) Fine Medium Coors; Fine Coarse jCobbl1eSj8ouldeSr; x; Sandy silt or Metamorphic 36- 70 Dense Hard 21/4 Cone penetrometer P Unconformoble material change 21
<br />IL 40
<br />CL - Bond sand 1 wnd 1 gravel gravel Sllty Sand lock 31 ;
<br />Sieve sizes g + ;,� M >70 Very dense Very hard Q 2 J " Cfln Haltom t .• e ee LOG
<br />01"""
<br />BORINGS
<br />._.__ .....
<br />b efA Ate, Classification of earth ma ials shown on this sheel•ia bused as tp Ina Ac-#i n onQ clayey y sitty cloy jgneous rock 2 PG E Do of Horll. 1 ~s20r _ �QL•S cla a slit Date 2© 4
<br />. art rtlt III _ R .. Q SCa)e „ i Data don.13,1970 Drawing
<br />�igtJlQ LIMA#;, sh„outd not• bt c,�gstrue4 t0 irnpl ipb4ratto-ry analysis unless s stata d;, borin !31{!Ws P�` �#f s
<br />m 9 Ver l` / /O Check by '
<br />I all IY' I I I I _ I ,�� IIIIIIIV tY,I J I i lull lluil6l lJl V ,Yli '' ' I I IIJ ,III I I I. I III it I l'�'lliuJ 'uiIIIIIIIIIIIiI'll ._ -_ __ _.__ _-. _ _ ,�I,LVLVWIu�Jnlll'll'iI�IdVIVI I LYVLI,I� I,ItuIlVuI..IIIlllllllulmllhll,ll, I. IIIL�IIY ,IIIIIYYd„I,ildhY'l1111 IIIIIIlIYIIIPIIIhI��IIIY'lll I� I I. 'I
<br />t,
<br />- _ _ _ � �, - - _- - V. .V„ I tdl, t_ V I 1Y4 ILl Y I�lIIU..IYI � ,_ �,II'IYLVIYIIIIIIIII(YIIuu,IIl�hIhIIIVYI6IVYNIIYIIIuuIIIIIhJIIIIuS'mlli-II<l�ilalllllJYsIJIIJbIi_illj}III ...
<br />F SHEET TOTAL
<br />PROJECT ENGINEER DATE CHECKED 8Y OATS S RMlTTED 8Y DATE APPROVAL _RLCOMMENDEO BY QATE (_ __ _ -___. jl _, -._ - No. SHEETS
<br />PROJECT WILSON WAY BRIDGE
<br />SCALE AS' SHOWN - BORINGS
<br />{._. COUNTY ©� SAN J OAQUIN
<br />�, 6
<br />. � � „ , I I I •,,, I „ I� 7
<br />WILM4 WAY BR. # 1495
<br />� 29C,AM E
<br />048
<br />2M1
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