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<br />Pile shell minimum
<br />diameter = 12"/. D.
<br />� L
<br />® 2"clear
<br />PLAN
<br />Ground line 6 x : 6 Dowels \
<br />totes! `Y
<br />� � f
<br />� r u
<br />Z
<br />c
<br />I
<br />Cut-off
<br />line
<br />Bottom c t Botc
<br />E \
<br />of footing too
<br />cn la— m I 9
<br />wow o i
<br />CIO
<br />Minimum shell thickness
<br />" Q r i gage. Contractor to be ..', Q
<br />responsible for furnishing %
<br />she//s, including waterproof E ® NO 5
<br />end closure, of sufficient v
<br />strength to drive without
<br />distortion. - —4— -
<br />IL
<br />/4 mcx.
<br />{
<br />min. -
<br />v
<br />Alternative tip shape, /o
<br />at option of contractor.
<br />J .o
<br />v 0 v
<br />ru
<br />v
<br />.
<br />CONCRErE PILE
<br />A L rERA TI V1E 'lull At A %
<br />\
<br />Extensions of Alternative "U" will not be permitted"
<br />above the ground with either the Typical Pile
<br />Extension or the /2" pile shell.
<br />Q.
<br />jar
<br />� ^ r
<br />y
<br />c r�
<br />�n /
<br />-A/tl?rnotive "X" maybe extended
<br />as on octagonal section.
<br />6„pitch.
<br />Gfound' line
<br />-'rn®*'ve '!U"
<br />/ - 4" Sec. 8-8 As an alternative to the
<br />, Varies Sec.B'-B' reinforcement shown, Alternative "W"
<br />2 at top - / -
<br />i !/ �- longitudinal reinforcement !!
<br />// at tip
<br />may consist of steel strands 2/, /! O/, _2!
<br />3" min. Casing prestressed to have a total
<br />000 remaining force after losses A -
<br />of not less than 67000 lbs. 6A Circular form
<br />5 Total 6
<br />At no time shall the stress optiono%
<br />in the steel exceed 0.7 of �- -*
<br />_ 6 To ta/ 6
<br />its ultimate value. -
<br />C %IOIV 8-8 S CTION C..---�
<br />SCa/e: 4 "_ /'- O Scales j"= //- 0//
<br />Section B'- B" similar
<br />except as noted.
<br />3 � 6 '°
<br />8 x Dowels, total 4, `-
<br />with pi,e extension tot. 6.
<br />- - - ---- /Ground line-—aur�on
<br />O c - -- - —
<br />(� ► _ // itC`///n %ICV� iK/it1�/ict� ,1�'"/ham//� /;l\% 1, �* - .. ,��%1` '�" "`' ilA,h� %,w %��%/°
<br />,ITi�- ® -}T -� ® Cut-off/1
<br />ottom of ; /ine - L - -�--
<br />(Cut off B- Bottom of
<br />line footing\1 footing 7
<br />i --M-T N2 5 wire
<br />Ca) 6 pitch c
<br />kI l o
<br />-
<br />i
<br />I
<br />kl ilia B wire
<br />C =
<br />y
<br />r - ---- - - - ---Y - - - Y - -- - - �, _ ► r ` T
<br />- - - X\11
<br />MInImum tip diameter = /0 6 6—
<br />Longitudinal reinforcement ��n the driven O O
<br />portion of Alternative shall be
<br />prestressed to 10, 000 it per bar. AL T-PAI A T/ VE TIP
<br />CONCRE rE PILE
<br />L TERN TI VE 11X
<br />As on a,?erna ive to the reinforcement shown this
<br />pile may be prestressed by the use of steel
<br />strands to provide a total remaining force after
<br />losses of not less than 150,000 lbs. At no
<br />time shall the stress in the steel exceed 0.7
<br />of its ultimate value. Place 6-'16x 6' in top
<br />of prestressed pile to provide for pile extension
<br />or connection to cap or footing.
<br />Top of focti„ �g or
<br />top of slob.
<br />tut off
<br />PRES rRESSING NO rE
<br />All steel strand to be prestressed shall be high
<br />tensile cold -drawn stress relieved wire strand, of
<br />a diameter not to exceed % ; having an ultimate
<br />tensile strength of not less than 200,000 p• s. i.
<br />and an elongation at rupture of not less than
<br />J % in /0'.
<br />NOaZ' '� _1 .T „"m'',pW+u�;,pryr+�.c.....z„a� ��•,. -:.
<br />%FLT
<br />• �� �C S, J, FA, .5, 9 o 7f4! Z I
<br />" 3 � r r
<br />CouhTy ROAD COMMISSIeW i C. E. l_ I C. 7_ 7 I
<br />� 3
<br />I
<br />JULY 1, 419
<br />Scale: / _ / - O �It-_� 6 total 6, 30 �t
<br />l' 3k-" Min. shell
<br />S is T IO�
<br />Scale: 3 //-0,/
<br />/,° diameter butt
<br />2, i
<br />r
<br />_ , / - 31 min. a` � Butt
<br />---------- --- - _ --- _ram
<br />Ground line Grou d line A�
<br />( l
<br />=
<br />_ _ �_ ®J—� l r��i 4 -1"° `- Cut - off /1;*7e
<br />Cut-off `
<br />Bottom of footin � c line Bott m
<br />� ) 1
<br />E of to LeiingJ f -
<br />M}
<br />6 x ,3� 6''%g: dowels f N.9 5 wire 6' pitch.
<br />total 4, with pile c c ! ,,
<br />extension total 6 ° % �. c
<br />rz
<br />_ a, 4
<br />` o
<br />v i L � _
<br />Minimum shell dia -
<br />meter at tip = B 1 y
<br />Minimum shell thickness = 9 gage.
<br />Contractor to be responsible for
<br />furnishing shells of sufficient thick-
<br />ness to drivo without distortion.
<br />Mum shell d'io.
<br />' P
<br />CAST -IN -PACE CST®IN-PL.AC
<br />CONCRE E PILE CONCRE rE PIL
<br />AL hER IA iI VE Y AL rERNA TI V
<br />PIL.-E NO i S
<br />For Alternatives "W ft and "X" the piles may be driven full length and cut off
<br />without extension or they may be extended as .shc;wn of the option of the Contractor.
<br />When Alternatives "Y" and '�7" are extended above ground, the Typical Pile Extension
<br />shall be used.
<br />®When piles are extended, the bottom of extension shall be located /'-0"
<br />m;hirnum below grn�lnd ;ine, .unless shown ctheiwise on the plans.
<br />5. tl
<br />i
<br />STATE NO. 20C-022
<br />Piles `phis sheer -to be used ri-# Pier.3 3 4-, ors I y.
<br />BRIDGE NO 1440
<br />BRIDGE DEPARTMENT STATE OF CALIFORNIA
<br />` DESIGN SECTION - DEPARTMENT OF PUBLIC WORKS
<br />DIVISION OF HIGHWAYS
<br />Project Designer -----
<br />Chief Designer
<br />By -LINE N CANAL
<br />DESIGN
<br />DETAILS By��`y 6 Checked
<br />QUANTITIES BY T,- i� Checked IL DE T
<br />IL 5
<br />SPECIFICATIONS BY Plans and Specs.
<br />yddII5,
<br />Gompa.redExcept as notedApproval Recommended bCivil and S+ruc+ura! 48' SCALE. — r! BRIDGE — 2 FILE DRAWfNG �! �.Z 0 2esign Engr. License No. S43`� - �2 r / 0
<br />PREL. DRAWING No. P-O>
<br />
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