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<br />L ®Len th of Span 44 - _ ._ -
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<br />pan ' A _ D
<br />• � Size 8 �8 �'_ � ,
<br />4
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<br />10 10
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<br />ir per � Lefh � ,,� -0// 2
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<br />Lengtht—�
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<br />7-6 5-6
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<br />• � � � � Len /fi I 9 -o �7-© `Y �� . .. ,. - .. . o. G.
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<br />Length 26' aN ?5"-O" ®; s
<br />xe 9v7IV
<br />Length -
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<br />Xf 13, 6N Ja, �„
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<br />T- rhi0kn85$ Of , lab 26
<br />01
<br />N- /®D %/®N qp- #F eA&R/® Z' ONL Y
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<br />■ 1
<br />L '�� L ® �� L�' % L> the Fngeneer.
<br />_
<br />y Reinforcement conti 2
<br />Span nuous through joint, D Span D Span ,� ® Span
<br />I
<br />'.Span 8 Span —(A 8 Span —Q 8 Span Qb D .5pon LONGITUDINAL OR T
<br />a , gin c �" Span `/0 coat. - Q 8 Span f �s ob@k9® an � r -
<br />O t"RUCTION dOINT
<br />- _ _— con L �
<br />' �'dge o / r .Span
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<br />c Span XC S on XC A bCltil?
<br />Y ent
<br />W alb Xb Xb X r
<br />. b
<br />dent
<br />Et BentREINFORCEMENT
<br />A Abutment front face
<br />INFO CEMEN T -'TOP O P OF � T_ Bent
<br />�� Ab _ uten
<br />ent
<br />Ir .
<br />Spon Z 8 Span— Span 8 Span e \ f
<br />f�- span �- Sp on t �" pro cony _
<br />p 0 .Span �-
<br />-- f Span Edgge of slab ' � ®Span — � ® Span -- � �/O c � �
<br />>A -
<br />- 4 i
<br />/ 3 >
<br />I F
<br />t R
<br />I'
<br />I
<br />or n bars
<br />I,
<br />/®� edge Of slab
<br />X X f Xf 1
<br />' Sent % top and bottom of slab
<br />11 / T O %' OM Off'
<br />a
<br />=,ME
<br />n
<br />v f mo.io.'suv
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<br />+r 11 /OTES : ,-
<br />T®�-reInforeeenk for `8 S,0(7n" to e modified when adjacent r^
<br />Tl?# total deflection will be reached about 4 yearn
<br />4:
<br />a B'S
<br />to _ a hinge ,See SSlab Details Hinge " sheet.
<br />® t& falsewor* removal. For values at timOp of �; �er�% ��'./® �ei i
<br />For slab Mails not shown refer to. "Slab false remnv% divide those shown by 4, ro \
<br />tO/O
<br />Reinforcement De tQi/s sheet`. ,LL�
<br />OAT£ 4F RE!//S/ON'
<br />7' a amount of camber for construction will be u
<br />} � Y• MAY 197
<br />determined �y the Engineer.
<br />�' USER 0/AGfi�r�l�ti w F�a 197s
<br />...:
<br />� __- -TQ1AL 5LA8 DEFLECT/ON DUE TO DEAD LOADS � -
<br />x �' k.;_' *?. �g'ru• `".i ;�. . >n_r.3.", .:t,,e,.:"` - •'a `F ' $ , . 'e - Y . e k , �' r. '' )- '
<br />x
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<br />PROJECT ENGINEER ATE
<br />C14ECKF-D e
<br />S S �11DATEr «
<br />h ,
<br />V y�
<br />i M1 3
<br />- 75 C �- �' COUNTY PROJECT` COI�t. 8RI®G1 PHA III NO 'OTA
<br />_ DRAWING* ELLIOTT RD.#I�1
<br />+
<br />G E 1/ .
<br />STATE NO. 29C-249
<br />.w
<br />r y
<br />Ir, d
<br />,a
<br />Ao
<br />01/
<br />,Seale J/s = /r 0
<br />Note: Transverse joints, if used,
<br />ks _ 1,518�-- to be located at �14 point of span
<br />k� �, and longitudinal joint to be
<br />located at edge of traffic lanes
<br />�\ unless otherwise permitteof by
<br />
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