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MW
<br />III rl II�OII IIMIII I 14l IIII I!II , , .. c s
<br />c. =v'm -ter ae n• .- ...2. T�'s-t- +T,
<br />Note: Transverse joints, if V. to
<br />• �, I -� f8 be located at / 4e point of spun
<br />` t i and longitudinal joint to be
<br />lory oted at edge of traffic lanes
<br />unless otherwise permitted by the
<br />Engineer.
<br />Reinforcement continuous through joint.
<br />L OIVG/ T UDI NA L OR TRA NS VERSE
<br />- - - - - - LAB po� -
<br />S- SCONS TRUION C TdO1NT I. E Span �. � p �.x >. , ,
<br />J@ cone
<br />` 1/0 cont. Edge of slab
<br />t Abutment
<br />Abutment front face
<br />3
<br />f Soon----�'' Xc• - Spon r.
<br />X _•-�--f_ Bent
<br />- r b e-� L/4 ,
<br />REINFORCEMENT —TOP OF SLAB
<br />Abu��
<br />f- Abutment F
<br />\ a or bars
<br />f�-- Q) con t.
<br />/0 coat. S Edge of slob
<br />*/0 �1a edge of slab
<br />f z _
<br />7 top and bottom of slob
<br />046 rUSE" CORNER DE rA IL
<br />0 07' ZQ 0 07"
<br />Xe xe
<br />xf
<br />f Bent
<br />y - T M OF SLAB - REIN 7` B 0 T O ,
<br />L -Len th of Span 8• 3 Q L L Q
<br />a ` Size _^. /O NOTES
<br />= Q.° Length 58=0�
<br />< - -- D f'or slab details not shown refer to Slab Reinforcement Details sheet. � CAMBER DIAGRAM
<br />tl Si z e '8 r
<br />6w� . r�0ov� �r�rrd htfoxr r P/asfic &III) y C0,0MM
<br />. Length /J' sho// `bt ,COAT1/7a00S
<br />1 - Y TOTAL SLAB DEFL ECT/ON DUE TO DEAD LOADS
<br />< y 14J O�""� r S'.+ * • ,! ('L... t, t, . ~� . f .d >i� A,,..✓ . ,a �.T , , s i.ID.' {'i i j. t. ,y �� fii��' ;! z -. -t .. - .
<br />Size '�9_ /s^q The total deflection w1l1 be reached about 4 years after
<br />L V n \/ I h 6,� O 6r s1 vt i✓ �, ' i T, / i r r , - - 1 k' I q`� s d - _
<br />d - - fa/ser,�Qrk rernovo/. For values of time of fa/Sewor, removal
<br />divide those shown b -
<br />Xc 3 0 y 4.
<br />_ Y Size The Amount of camber for construction will be. determined
<br />Y fl- Length 8-' O� by the Engin ee r.
<br />Size9 sAS Length
<br />BUILT
<br />Xe 7- p" v Y CORRECTIONS BY
<br />° Size #8 _ _ . _ NO CHANGES
<br />Length Af- DATE
<br />" - /-r
<br />- � f \ f � — � - . , < _ ��> .?f-� �'• !PI4 ii 1P'.3.es.,Y E .L -. .1,'•3-_< s' , ,�, e�'�... sl. 'C1.i - .� . .-< ti•.,Ktl: `: Y' `Yrr�!'>I- � f 2 a x t s I =
<br />J� ..v.. -<.. � s r ..:,� .. KR yn...,.� sC• `Ir:�". ,.'rt . .-,it. .�. ,yr .. �' ��lt'+. :r;J _
<br />cow,%. w.ffi Thy Sfo� nr Cd/rnr�r -
<br />JV 10/70
<br />T- Thickness of slob /S
<br />. �i- f�arrr�i a•�a' Dist /� - o .
<br />- _ nAr� of kEt�isiory _� � • � L•
<br />r Tin
<br />At
<br />.,$LA T
<br />_ s
<br />Y�
<br />K T .
<br />4
<br />s T' r 'S -
<br />r3 ,
<br />-
<br />� - n
<br />R
<br />t
<br />_
<br />i.
<br />s-
<br />i
<br />o
<br />s� - - , ems. v. ^.- z, - .-•' ', �i'.` - - - .[- P..-
<br />meow
<br />- _ f ASHLEY LANE BRIDGE t�,. ���;ELdLI2 JOIA ! N SCALE AaSco% PROJECTI
<br />No. 1501 5 8 Cn
<br />ROAD FILE. INDEX No.
<br />FILE NAME DRAIN R SHEET NO,
<br />STATE N0. Z9C-301
<br />, I
<br />�-
<br />1 I
<br />
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