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<br />A! - � . r i ., - - ., � - '. ,y.. Ito
<br />ell ♦^ � s r`' f', * .•"^�• � , . , . � w ri 6' #. ' .. ♦ ^ ♦ °. r < Y4.. � ' , h w .. . 4 z.... f,'Vy 'If. _..� i
<br />ell , � t 1 � y , , I :. � ( \ .. � . � + 4Yk •"}` (� t , ' « 4� : J Via, � • !(; ,,.,' �. -
<br />r '
<br />it
<br />Ik
<br />It
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<br />a,
<br />p { !
<br />• POW
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<br />y
<br />x
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<br />f ♦Irxv
<br />it
<br />.,.
<br />At
<br />to
<br />a
<br />it
<br />t Y +.., .� 4 4%131_ +r y o Note: Transverse joints, if used, fo ;
<br />,._-�o . —s.
<br />/
<br />± 'r •'. ,/� f /" _ - :.,• r y y« be located at e4 point of span
<br />,
<br />t�. A� and longitudinal joint to be
<br />located at edg4# of traffic ldnes
<br />unless otherwise permitted by Mot
<br />ljrio' e /Ya Mcf L ,22 L 22
<br />� � L = 26' l�f/e f Sio�e Reinforcement continuous through joint.
<br />L 2�' yYesf Side s
<br />,Brio' e Na /26s - t t L ONGI TUDI NA L OR TRA NS VERSE
<br />9 L 24 LCOSf Side � , � L � �. A`osf Slade
<br />¢^ �' span
<br />.':,¢• W `�" SLAB CONSTRUCTION JOINT
<br />E Span ,� ,� 4 t
<br />© Cont. C}--'
<br />* t. c Edge of slab .
<br />/O Con /
<br />_ Abutment
<br />- -. Abutment front face
<br />E Span
<br />xe -�.-. (ISpan
<br />p �—f- Bent ,�,,,
<br />, � L 14 .
<br />r
<br />,
<br />OF SLAB
<br />f- Abutment
<br />REINFORCEMEN'r—TOPAbutment < \.
<br />II
<br />►-= Q)cont. „ �r /� /�
<br />/V cont.
<br />V Lr V ge Vf
<br />* Jtail \ a L
<br />*/O a0 edge of slot� A
<br />\S*7 top and bottom of slob
<br />a 0.,
<br />!y o8rusE CORNER DE rA IL
<br />-�
<br />_ M A Q- �
<br />xe
<br />e
<br />! ;!
<br />Bent w
<br />MEN T -- B Q T T QM OF SL A , rt..
<br />_ F�EIINF'QRC`E
<br />all
<br />tw
<br />L L ength of Span 2 22 - .
<br />P
<br />,.,
<br />Size 0 ., ...
<br />t
<br />/ilia/" e/%1 enf llef y .lob Re . c
<br />� % �� ( .,�. I I D � l_3 _
<br />Length �Q 0 .f�f 4G # f . i
<br />k C ER -DIAGRAM K{ t : ,
<br />,
<br />S`i z e 8 8 `tee
<br />Length /L'' ! , A A F / A A DIS ., Leg .1' 0 //•�0 „ _ T'Ci " L , L B DE' L T CAN DUE TO DEAD L© DS
<br />Xb �L K 1/Mw
<br />f • # * - # - 3 . - The tglal deflection will be reached about 4 years after x a `
<br />•, o Size 8 7 �... - . e
<br />' _ fa time of falsework removal
<br />f � r� _ � �� ' � � � � � /rework removal, For values at ,
<br />LengM 6' -0 �i -Q-.Q .,
<br />„ divide those sho wn by 4. .
<br />• c3 nxe . -0 . -o Zi- N
<br />E
<br />. 66
<br /># - .� amount of camber or construction will be determined
<br />`� Slxe _ /l /0, 9 .. + . cam . C he un
<br />0
<br />am - l
<br />l
<br />Len th 50' 0" JX-00 46-0" ., ` � • � by the b`nq/neer.
<br />g,a
<br />Size *8 9'8
<br />_ F a A axis in Dec ' sa�ioce
<br />I per ,
<br />, „ a , /�„
<br />Len th /Z - Q-- /�` - � • 16 /V/
<br />" Q MICROFILMEDQZ
<br />O 'size 8 081 fx4 Mi�R 13 1J79
<br />Length /3 0.0 /4 0" /2' 0"
<br />a0 yf
<br />61,, 7 �f
<br />AS BUILT�a rho s.�o �'o/r� ti:
<br />Tl'I�/C/4
<br />10/70
<br />�` Of SIOb., - CORRECTIONS-
<br />r A BY
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<br />DATE f-,�.
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<br />-- - e � v'4 ., ., , , f , . 4h—.� a <, ,.. -,.. s �'''" � " 'L, «Yi«.y ,. �.. , -_ ,. , .• .- ..a.: .a.. J . ,;� z..1 l: y - - - ►' !pK / *j� a( ''► 1
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<br />` PROJECT ENGINEER DATE CHECKED BY DATE SU13MITTED BY DATE APPROVAL RECOMMENDS' D BY DATE PROJECT JACK TONE ROAD '°@ SHEET TOTAL
<br />NO. SHEETS
<br />r COUNTY OF SAN JOAQUI N 4 , - �,
<br />05/78 ,�, C . d ?g ea,a s/T� ��� ORIDrE N0. i263 �1, 1 65 9 /
<br />. STATE NO. 29C-�4, 29C-193
<br />of
<br />FILE NAM_ UltArvER j SHEET NO.
<br />,
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