|
------------
<br />i
<br />••1I ILiI.I AI ui ild I Al u iu ll lauiiY u,�iiiill liY i.• ii ll.l ul i._ i u i
<br />Y`
<br />i
<br />,Elevation Refer-ence:
<br />San Joaquin County datum
<br />4c�+
<br />�+ B♦-4
<br />� T
<br />(4 - 76)
<br />60 68
<br />I
<br />. Existing br-/a'ge 8-713-6
<br />PLAN
<br />Scale: /',-20 ,
<br />8-2
<br />To Jahan t Road
<br />1
<br />Gl
<br />_1W
<br />_P_
<br />ox . ,oro F/ le along
<br />alignment.
<br />102.2 r _ 102.6 �8
<br />- - - / o,r�paC /igh brown SILTY 1 /0Q_
<br />- --- -- B
<br />977 � 97.8 g+� �____, __--•,'-- �� Sem / c t, t 4
<br />SAND ►.pith fine-mnedlum GRAVEL ► i ?
<br />-"Fine-ver coarse GRAVEL and small-/ar9e �d 3i2 B'-�d9e c7eCk 9 k /09 8
<br />COBBLES; some SILTY SAND, /o
<br />�Y Sem/co»pact-compact, brow7-dark � ��
<br />!� 4} - 13.8�/33�brow✓-uer-y-/��erra-ed�urra- �/9Y �O.
<br />r ___ 90_- - - --- ---- - }3.0}96}17 ;r;;, 1 114}12 } 3„ - �bja 124
<br />Semicompact, %fight brown -orange, y,;
<br />I �.: ��---,GT-bvi-# occas/una/ med�u GRAVEL 10
<br />very fine -medium SANDY SILT, r �� ' S Leases_ ar�d_scaff_E r_egr-f_'i e R,q_V�i 1.17
<br />2 } %4 } 151 }3.31123I /O f •.tt -3 l- 1
<br />_ O 3- 6
<br />8-3
<br />` ` ,- 3 16,3192129 ,,:. x; 411.41,o0,,
<br />Sem/compact, brown S/LT. /•3 96 8 �� 3 /4 l/ 2, ',, _ _ - �2 Drowr1 ANI�Y-S/4T with fine--t. . I Very dense, /fight brOWI.7, very. fine
<br />- _ 80- --- -- --- - - - } } . } . II
<br />j ~ - -- _ medium GRAVEL. 1 coarse SANDY SILT wi f/7 some CLAY;
<br />Loose dark brown very trine SANDY ( e; I '� / Loose brown -dark brown 14.3197126 ••4A s 1 /.41/50+1 Scattered fire -medium GRAVEL
<br />5/LT; lenses of SILTY SAND. 10.9}9l 12-7 41141101
<br />���' f _-75• L" wr h occas anal GRAVEL zones.
<br />round �0.7I93 115 / /.
<br />'. 3 ver t i
<br />L o e brown fne- oa s S/LT � �� y f/ne -one SANDY ��
<br />o s c r e Y 4o
<br />� � � � :•...t S/LT.
<br />Sem/com ac brown ver fine
<br />°�_- ty_-. _ __- --- - �0.6 }92 20 ::k 5 }/.4 } l2 SAND- - w/fh -Fine medium o / /¢ 8 ^- Wa/en surface a; } Mi
<br />L W ferSunface �?.'�!
<br />fine SILTY -�iLr ` : - a B-Jr �,4 F 14 } ��;� G• I�us. �"/euS Y SAND. G_w.sE/ev 68./ F;::: GRAVEL s%68.� i�76E 6b,22g G.wS.
<br />�j. - -----..� _2 171 /03122 rs�; i1 , • 7 I/.41200iJ
<br />/6 ?" 6 }/.4}/3 ;.a' r -- ` - ��'� "x' 3 �/4� 7 Very dense alternate zones of br-owo, very
<br />�' ourfo� Surf Ce L r
<br />P C Dose mu/fico/or•ed fine -ver- 2 } /.41-6 q `c G Dose S/ T ��,,
<br />y >; Loose Down fire=coarse ��d SANG;' h-C= fine -very coarse SILTY SAND, SANDY
<br />a+. / I I Loose, dark r'a -black very fine -
<br />a$a coarse GRAVEL W/Ah fine - °a: SANDY SILT wi th fine b ; /4 � 11 :; ,:F,_� I /4 �3oo� s/L T $ SAND with occas/ona/ ¢Fine GRAVEL .
<br />�0 -- ------------ �i b;o,` ? 1/_4�22 - - - - - - - - S 3- 1/.419 F�no-very i' }0.3}76 }45 ¢ �/,4} 3 f/ire SILTY SAND with ORGANIC .
<br />- --- --------- -- coarse SAND -some S/LT pn;D. medium GRAVE-L ?�` co.�rseSANO '' >�i MATTER, 'oil
<br />Sem/ com,oac A f o com act light-o'ark bi-own,
<br />ver coarse GRAVEL with fine e`� / 4 Loose-sem/com ac multi'o�' } `�}l0 P
<br />( A• '. GRAVEL ,:;•° .^
<br />y 4 �`g p f•. •a Z / �,` Semicompact SILT' coarse SAND,
<br />(3 /4 /6 < - '" ° ° with abundant fine -coarse
<br />coarse SAND, a�°' } aQ colored fne - ver coarse 5 �/4 }20
<br />..,;
<br />�� _----------
<br />`p �• 7: GRAVEL.; SAND and fine -very coarseI21 5}/.�l:
<br />dese1�2 �963 /•4 7
<br />rk g
<br />ablack very30`�ocin9 /4 50 GRAVE 1-9-76De-n-se,-kgra ,very•e-e-d1u m Dark gray, very `fneS/LTY SAND.
<br />SANDIII CLAYEY S/LT. r-/
<br />:d ` 10 l i 41 /l8 } l o•� I102119 -: 6 / 4 53 � fine-mediurrl �
<br />'\v•c 4 11.41201 SILTY SAND 1107119Q`k
<br />C©m��cf VG'ry den5ej dark yr-•ay� very
<br />fine - fi e SANDY SILT S/GTY . • "'
<br />1 1071/06149 ' /1 AA
<br />I/4115o+I SAND � ':^ S I/.41ioo1 109197125' x a I / 4y4af
<br />act-verddark 1
<br />gray, very fine fine SANDY ::,;= Verydense, dark r-a , very
<br />Dense - very dense, black, very a,:= 1 22 . -7 ►i 41/Za SILT SILTY SAND 10.7I lool z4 Y: 6 i 4 I9 9 y y
<br />fine - ver coarse SILTY SAND 115 16 p /z 1 i,4163 } „}'• '•: I /.6 l //4l n :.• s 1 L4 usof1 fine --coarse SILTY SAND with
<br />y X�f. ::,
<br />SAND w/fh fine -medium GRAVEL , ,��': occas/ona/ fine GRAVEL .
<br />/06 c' • �''' 10,51111117 ;� � i'� /Q 1 /.4 I r20i i
<br />Al
<br />{ 10.4110SI 17 711,411401
<br />11,41112119
<br />70 .
<br />- - 50 _1
<br />_ 30_ _ 1
<br />1 12 6
<br />20
<br />I;e
<br />i ••'; 10.71/07120 .► /2 114 1r2oti
<br />F Cad \ �' • .Tr
<br />(14 �bi f l/04t� 10,51 /0212 Z e+ 13 114 1120ti PROF/1- E
<br />/2)`/,3-76 Horizontal-/ "=20
<br />- !-7, (9f9-76
<br />Scale
<br />h
<br />LEGEND OF EARTH MATERIALS
<br />�- UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION
<br />Pt OH ICH IMH OL I CL I ML SC I SM SP I SW GC I GM GP I GW •FOR SOILS'
<br />Sands with fines Clean sands Gravels with fines Clean gravels Gravel Peat or
<br />Highly Silts and clays Silts and clays >12%afines <5%fines >12%fines <5%fines ti N organic matter Accordingto the Standard Penetration Test
<br />organic Liquid Iimitgreater than 50 Liquid limit less than 50 Sands -more than 50%of coarse Gravels- more than 50%of coarse q
<br />:;'; •.
<br />fraction is smaller than NQ4 sieve. fraction is larger than NQ4 sieve.:; Sand Fill material Q
<br />r' N of blows Granular Cohesive
<br />Fine grained soils Coarse grained soils
<br />- (More than 50%is smaller thanNQ200sievr) (More than 50%is larger than NQ200sieve) / 0-5 Very loose Very soft
<br />Silt Shale Y Y
<br />LABORATORY CLASSIFICATION CRITERIA
<br />1 x50 / GW and SW- Cu= greater than 4 for G W 8 6 for SW; Cc- DIODx°pz go between 1 8 3. Clay 6-10 Loose Soft
<br />Djo ? Sandstone
<br />CH / 11 -20 Semicompact Stiff
<br />_ z4c GP and SP- Clean gravel or sand not meeting requirements for GW and SW
<br />I 6
<br />f _ >. �; J GMond SM-Atterberg limits below"A" line or P. I. less than 4. clayey 8andor Limestone 21 - 35 Compact Very stiff
<br />P o P I GC and SC -Atterberg limits above °A" line with P. 1. greater than 7.
<br />• b / OH and MH . '�:• Sand silt or Metamorphic 36- 70 Dense Hard
<br />Fines (silt or cloy) I Fine I Medium Coarse Fine Coarse IC Sandy :,fir• y p
<br />a CL / / __ sand sand 1 sand 1 gravel gravel silty Sand WWWIlllliLLLIIIJJJ fOCk
<br />to CL Sieve sizes g g ~ s i70 Very dense Very hard
<br />V Muaa _ _ a 1 i ,� Silty cloy or
<br />clo a silt Igneous rock
<br />o` w L� a6 ed 0 ea so 60 Classification of earth materials shown on this sheet is based on field insp@ction and y Y
<br />LICu1p LIMIT should not be construed to imply laboratory analysis unless so stated.
<br />- _• PROJECT ENGINEER _ DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE -
<br />1 p ,
<br />I
<br />STATE NO. 29C;-06-1
<br />LEGEND OF B O R I N G OPERATIONS MOORE & TABER NORTHERN CALIFORNIA
<br />-�- Plan of any boring
<br />ROTARY BORING PENETRATION TEST CONSULTING ENGINEERS AND GEOLOGISTS
<br />• � Location Location
<br />size Rotary boring B-No. APPROVED • 1A y-2'4-7r, JOB No. 375/67-r
<br />p hole elev. a B - No.
<br />//�� 9; Moistur wt.) To h Casin Top holeelev. I `ItiEGISTEREO CIVIL ENGINEER No11g1l(.1 I I I I'I I II `?
<br />�.N) DtamOnd core boring, o O
<br />VV e (/o dry ) 9 I Ii I I I iu. II 'I
<br />Set --Sample number Pushed -�P g>�
<br />size Auger boring Dry„density (Ibs./cu.ft.) -Size of sample (inches) to SAN �./OAQU/N COUNTY
<br />a%��Ohfir_,
<br />Unconfined Compressive •� : Blows per foot 11 representationSample boring gth (tons/sq.ft.) (Using a 1401b.hammer Blows per foots 1912gstren driving ro
<br />Designates other soils tests ,r (Using t40 I b. � OA / �E �" /�Q0
<br />with a 30 drop) 2-1� ,IVAC�'-�`VILL� R D BR D V Jet boring C - Consolidation ''' _V hammer with
<br />i .41105r24 1 j1.4 1651 30°drop) 4144 �-"� ACROSS ` r--� S-Direct shear
<br />1 1 G.W.S._12 ,
<br />� 1 Test pit _..,_Z.�..�` Conformable material change a Avnq
<br />-
<br />E - Expansion EIe-aflon ?`- Approximate material change 6 10/VIO/�ELUMNE `
<br />0 21/4 "Cone penetrometer T-Triaxial compression �'f Unconformoble material change I 31 LOG G OF TEST BORINGS
<br />40 �
<br />Q 21/2 " Cone penetrometer. 20 4 By: J. 0. D .4
<br />Date of Date Scale: As shown Date: Janvar 1976 Drawing
<br />borin Blows per foot y� Check by R. D•S,
<br />g � r
<br />LOG OF HORiZONTAL:I"= PROJECT MACKVILLE ROAD SHEE
<br />NOT SHEETS
<br />COUNTY OF SAN JOAQUIN PROFILE SCALE:1 -
<br />TEST BORINGS VERTICAL'. 1 - 10 DRAWING NO, BRIDGE No.1680 14 - 14
<br />
|