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<br />isi.:i6kiJHIIIhAilllili169111i•�111♦Yi IIILhIJIIIoI,IIIIIdW4��lluil,IYIIIIUWWudilliudll!��tlnIIIIL,�,IYIIIInIIII Ill dl� F kY
<br />JACK. TONE ROAD
<br />FED.ROAD ISCSHEET TOTAL
<br />DI1f . Na STATE PROJECT N0. FYEARAL, °
<br />NO. SHEETS
<br />7 CALIF. S-1293 (3) 1962 36 37
<br />STATE OF CALIFORNIA COUNTY OF SAN JOAQUIN
<br />COUNTY ROAD COMM)S$ION R
<br />APPROVED u ? 1962 CIVIL ENGINEER LICENSH.N 7077
<br />0
<br />-•--_; NORTH
<br />v
<br />zrz /sting bridge
<br />p dacktone Road
<br />330+50 Survey Line ,3,/=t0`� 33/�50 B`� 332fGl�-
<br />--- PLAN -
<br />.3 0 90
<br />Br/
<br />�i
<br />253fi ° Survey Line
<br />it Existing Bridge
<br />1
<br />O
<br />-= NORTH
<br />25I 450
<br />Jacktone Road
<br />1xisting bridge
<br />-- PLAN -
<br />90
<br />l' Rt. Survey Line
<br />Sta. 3314 57 13'L t. Survey Line
<br />Bridge deck - 0 80 Sta. 253 ., 91 y"r� 80
<br />I779 E/. 77 7 S/i ht/ compact dark
<br />d brown sandy slit.�El
<br />Bridge deck
<br />'B 75 3 Existing ground surface
<br />2� resEi 74 7
<br />Cemented light red -If
<br />water surface
<br />Exist/i water surface L4- b 1501 S/ight/y compact light red bran �: e%71.8 �60
<br />l�t brown silty fin �+��
<br />rounj e1. 69.9 a-4-so � � 70 fine sand silt. _ 70
<br />9 ,.� �•. fn ve y coat qW y :., - Very dense and cemented /iQht yellow
<br />surface'": sons`- `�;;. �' 8100� brown and red brown silty and clayey medium-
<br />3.,b ; 1.4'-1 90 L ;?? very coarse sand and fine gravel.
<br />Very dense and partly cemented • •.y. Dense light brown silt and medium to very coarse
<br />light red brown 8 e/low brown " • ,t �. I. } 1 72 i g y
<br />9 y silty sand
<br />silty and clayey medium -very ; - 41.4 n90 1� 0 60 `
<br />60
<br />coarse sand with some very )� `--,Very dense 8 partly :',1.4-) 74'
<br />fine grovel. : �: 1 �' 188 1 cemented brown ; � ,.---Dense and very dense interbedded brown fine to medium
<br />a yellow brown fine
<br />I s 1170 I sandy slit, silty very fine sand and ton si/t-
<br />Very dense brown and red-brown�'4 �y sandy silt. �� ; sand becoming medium to very coarse
<br />'•• .14-175 ` �` below elev 50. 50
<br />mottled sil�v very fine B fine ^ �° 50
<br />sand with very coarse layers. `Z,� �` r
<br />Very dense and portly cemented
<br />light brown silt and fine sandy
<br />silt with interbedded layers of �� ° 40 5 5-� c .v�f`s. 6� �oyla stew ► e 9t 3- G- Il 40 -
<br />silty fine, medium and coarse
<br />sand.
<br />-PROFILE PROFILE ---
<br />... .. 1 Ck.w.sttbtiowefir d:ao,(.a 0 30 30
<br />33/ fX) 25440
<br />. BR/DUE ACROSS BRIDGE AT III, MOSHER GREEK I T254
<br />•
<br />m
<br />klR41-
<br />-.01 _.an ,•: u, .., u I I , . :, n:. : I .I. I , I I
<br />• ';LEGEND OF EARTH MATERIALS
<br />SIZE CLASSIFICATION MATERIAL SYMBOLS
<br />Diagram showing the basis of grainsize distribution
<br />1000 used in determination of class names. Size f�• Ny
<br />0* 90 9,t- Peat or
<br />classification is based on the Wentworth f e GrOV81 ,& organic matter
<br />= a
<br />, grade scale in field classification or the
<br />i 80 F a•s.T.M. grade stole in the laboratory sieve sand Fill material
<br />r e. L 9� analysis. LA
<br />PA fillr� �C2 A 70 t`y� Classification of earth material shown on this Shale
<br />60 s'r,, shoot is based on field inspection and Silt
<br />�Em
<br />M '� 50�s should Alai be construed to imply meth-
<br />V`�b+
<br />",ii►i»'" = �Qv SILTY C A 40 °picot analysis unless so stated. ® Clay
<br />Sandstone
<br />Q
<br />__ LAY, 30 Sandy clay or Limestone
<br />;4 O LAYEY Clayey sand
<br />A YANSI
<br />,. 20
<br />A Y' SIL r� Sandy silt or Metamorphio rock
<br />silty sand In
<br />- S D ILT A I T 0 Silt CIO or
<br />y clayey si t igneous rock
<br />I
<br />P SILT PERCENTAC,E$
<br />VERNLIT6 CLEARPRINT 2000H
<br />w
<br />CONSISTENCY CLASSIFICATION
<br />According to the Standard Penetration Test.
<br />No. of blows
<br />Granular
<br />Cohesive
<br />0-5
<br />very loose
<br />very soft
<br />6-10
<br />loose
<br />soft
<br />11-20
<br />slightly compact
<br />stiff
<br />21-35
<br />compact
<br />very stiff
<br />36-10
<br />dense
<br />hard
<br />70+
<br />very dense
<br />very hard
<br />tea,
<br />G-
<br />a
<br />-o
<br />moo.
<br />o.
<br />191"" Sur vey Line 192
<br />46. Existing Bridge
<br />lkRill PLANNING ENGINEEIt LIC. lsd85
<br />NORTHB U I - p
<br />AS
<br />LT
<br />fi.
<br />CORRECT IONS
<br />NO COANOES
<br />192f50 Survey Line /617150
<br />---•_NORTH
<br />168460 168450
<br />dacktone Road 4 Existing Bridge docktone Road
<br />,fill Existing bridge
<br />-PLAN
<br />.90
<br />1X Rt. Survey Line
<br />Sta.
<br />11192 # 00
<br />El 81.8dge
<br />deck e% 8/.7
<br />25 o Existing ground surface F80
<br />Loose dark red brown sandy
<br />slit and silty and clayey 1
<br />;I;
<br />;% ►tibter surface el 75.7 5.5.6o
<br />medium to very coarse sand.
<br />♦;}•/ery dense and port/y cemented ton silt and
<br />4 , red brown silty 8 clayey fine- very coarse 70_
<br />sang.
<br />..---Dense and very dense interbedded brown and
<br />I.4-+62 y tan slit, very fine sandy silt and silty fine
<br />41�1 to medium sons!
<br />60
<br />z<z,
<br />:Dense to very dense light brown medium to very
<br />G. W. S. ••
<br />Y _ ;;. coarse silty sand with thin beds of ton slit
<br />ell 54 8
<br />and fine grove%
<br />5-6-60
<br />Dt 50
<br />5-5-60
<br />,0
<br />PROFILE-
<br />30
<br />192400
<br />3 �-Ex/sting bridge
<br />O
<br />-�- PL A N
<br />2/'Rt. Survev Line `90_
<br />Sta. 167f 46
<br />BT
<br />El 83.5 Bridge deck el. 84.0
<br />Loose and very /nose ;; 5 �Existlpg gr6und surfol
<br />light red brown sandy IIf,
<br />slit, silty �G.w.s. =;%: e� / 75 5 ,- >o
<br />sand and t�
<br />E/. 77.2 �'�� i.4 2
<br />medium to -
<br />g-e-so •'.�� Ccm ct ton and gray c/ay6l medium to very coarse sand.
<br />coarse sand. Z
<br />ense red brown silt and e medium to 70
<br />� y clayey
<br />very coarse sand.
<br />' 10 I.,1! � 22 I
<br />%%,,lCompact brown, red brown, and ton interbedded silt,
<br />1•4"I 3g l sandy silt, cloyey a edium to very coarse sand,
<br />- and s//tymed/um to coarse sand -occasional 60%_
<br />layer with scattered fine gravel.
<br /><< 1.4" 1 33
<br />�t Dense and very dense rght brown clayey fine to
<br />very coarse sand 07d fine gravel. 50
<br />--5-60
<br />--- PROFILE -
<br />30
<br />�l�
<br />BRIDGE AT
<br />I
<br />a
<br />STA. 168
<br />,�r I� i I u n .•�. � � � � I. �I � I I I � �� � � � � � .,a Liu .. a ua l :. I. � ..� ��lo.�i .L.0 :,: .. ., � ...I �.�LI� dl .�� � ..m ��.�, .I,I ,i��� � �l�n.. u I ..l � u.�.:n.u.a. :.n:al..a �m� :na �, III II .....I I � iI, i . l
<br />L. E G END 0F E ®dill �it3 O.P�IER0f4`6ly.
<br />Pion of any boring
<br />ROTARY BORING PENETRATION TEST M 0 0 R E and T A K E R j •
<br />- ,
<br />Engineers Geologists j
<br />®Location Location
<br />Flush penetrometer B-NO. B-NO. Job N' 3015E 23,4,5 APPROVED • �• ��-- -�-�
<br />CIVIL C�� FIls N99163 I �'
<br />Topho% e/i214-e
<br />Topho%e%x :uLfloC:leknllllal..11ialLL i.hubkllelllli IV.16lu I IjIl 1L.jI.L.:uIIIIIId IIIIlAldnlu:AllIII111WI I II,L iltllnl�YsI:llalLald ulJ:iDlliitllllLlYJr.kd it��lllallllJulllll.lil -e $:?' = V
<br />0 2.5" Cone penetrometer Moisture 90 2.5
<br />CasingOescr/pfion of material Pushed Pe/ev_ation roundwatersurface
<br />Unit weight wcuft.)dry setrNo count records - ' --' -izeRotary boring Unconfined compressive Size ofsompler -�NCaemSAN JOAQU/N COUNTY
<br />Blows per foot Bialys per foot --,strength (T/sgftl ��lieAuer boring Conso/idollontest c 2.4 10S 1.4 L;3 (�� o�Q! p)mmer (Using o /40/b. Graphic representation ~
<br />s __G.W.S.�� e/evvt/on _ground water surface hammer with a Z, of driving rate. JAGKrONE ROAD
<br />N Direct sheer test -•Q - 2
<br />Sample boring Ex onsion test la date measured 30"drop)
<br />p —•Q -Conformable material change ..
<br />�N, Jet boring h/axla/compresslonfesJ-.�T) Graddt/onol moterfo/change 3 M.OSHER CK. STA. 254, 92.
<br />Estimated material change
<br />iz shear strength (#/s ff.-�'{iao vs 4OG
<br />OF TEST BOR'NGSIz Diamond core boring g 4 ) Date ofO 20 4 60 7'0
<br />vane shear (field) Uncon/ormob/e moterio/ thongs boring Blows per foot
<br />I --1 i I Test pit H- 1nS 20'
<br />date of boring Scale V - 1 „=1C1' DateMgy 2$i1960 1 File Drawing /-„
<br />BRIDGE A r
<br />STA. 19211
<br />l t a
<br />v✓�i a
<br />I
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