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<br />.c. �,� ! . ,.,✓ k r.,� .' .°i _ ,k �}�.a� � L a • ' '� M �- � tin
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<br />���"��t i�;t",{ro� ,"� .� + • � t i �4..:.�,� a. t ,� 'I �.y�.e,w e 4= ry w - _,,�"t�`n} _
<br />•] Tfy , b ",�' i 7e 1' _ .. r
<br />fF� sF � „�f,,ls`&s -: x6ey ..4 �� ��;"` �,�,.� k '8.� �S„i '���' �.y•' ro f ' q,�i{ � �"N�, P +4 T �- �€ `5�`� � '" k �,,' �*x�,� t �fi »
<br />'ySCN
<br />}( x
<br />{ �� 25 44
<br />s y rt �j i
<br />*.,,, w ..
<br />t e ! (EX r,5 tifig
<br />i
<br />r�
<br />-, Zb \ T ,E"xisfin9 Roler�9 P©sts
<br />to be solvageol.
<br />°d
<br />42
<br />�-Exist%rare St�c�+cfvr'e N r�
<br />fo remora rn Rloce.
<br />_
<br />Deck width trnnsitian (Typ• l
<br />.,
<br />�' Exponsiorr Bent
<br />lViet®/ itrbe go;h;?9
<br />1-rvrrsiti6n w/ rraetol spooees
<br />PLAN
<br />Scoff : /'= /0!- 0
<br />3
<br />c� 04c v
<br />C9 °� ,w
<br />_ 44'
<br />3,2 25' 26 ]
<br />— Q ,Sp®/i •� Spa/7 — Y 5por� [ _XlStiny)
<br />Sent
<br />- — --'IT nl— 1T
<br />1 1 1 1 I I I I ,Exisfrng
<br />Li Li U � Bent Cop U � U �
<br />and Piles
<br />v . �► L ON61 TUDI NA L SECTION
<br />4; ,
<br />or^ro /e (i8-32` 1/or. (J7'- 3tL49
<br />0 dent ' �= EXpor75 Bent
<br />�} ♦".#..;- . k, Edge o� slob � 1 ��'
<br />`# \ %p,e OP 5por7 Y X
<br />Len th Vorioble
<br />© bor - Y spore Q X © 2�- 6"
<br />-b bor-Yspon c size #8 a
<br />C bow- Yspon ® Length 16`-0"
<br />X- Span Y - Spon X b . 7`_0"' °� a
<br />R�'IN1'ORCEII4ENT - TOP OF SLAB
<br />Edge of .slob 6
<br />-0/0 Cont.
<br />JKel
<br />X#' X -
<br />--d bor - X sxxn Xr' X �' span
<br />-- e Ixar-X span - - - - e bor - Y spore
<br />- P for- X span - f bor - Yspon
<br />X - 5)00n Y- Span
<br />t ,
<br />PROJECT ENGINEER
<br />®ATE CHECKED BY OTE SUBMITTED BY
<br />#7 +° llq
<br />Length 9 - O v h
<br />4'-- 61
<br />.size -#8 # 7
<br />Length S f 2 - 9" S i- 3'- 9" -
<br />Nkb
<br />Lengi".
<br />Xe 2-6` 2'-45"
<br />Size 4,3 7
<br />Length VoI 5 - 9' ©N
<br />q0 S - 0
<br />X/' 5' 0" 4' 6"
<br />Thickness or Slob /i"
<br />Oeod Load 0.02'Lf. 0.00 Lt
<br />Deflection0.
<br />to 07 Rt 1 to 0 03'Rt
<br />OAT E APPOOVAL RECOMMENDED BY DATE
<br />N
<br />� Expansion
<br />Bent No. 15
<br />Exist. 3"x 1 -3'
<br />depressed kE
<br />each end of �u,�.
<br />2"
<br />Level, except may
<br />parallel deck if
<br />slope is 3%
<br />or less.
<br />3" min.
<br />Elastomeric bearing pads
<br />1/2" x 6„ x 1 , — 0„
<br />2
<br />2"
<br />See Plan
<br />Details of Key
<br />U&��W F
<br />t
<br />6' max.
<br />a
<br />Pad spacing
<br />"'See Elevation 1/2" expansion--'
<br />Details of Key joint filler at
<br />all sides of key.
<br />E-LEVAT 10 N-1
<br />BEARING DETAILSs
<br />Top of slab
<br />Cut L bracket
<br />to 45° skew X
<br />1/2" dia. deformed X
<br />bar anchors�/�
<br />w/ 90° hook
<br />4 spacing U X T3i4
<br />Note: - �/ �XI T
<br />For Polystyrene , yp
<br />Protection defoils / »
<br />4
<br />see S.P. 50- 13
<br />Expanded 2" cover
<br />polystyrene Typ•
<br />1/2" expanded
<br />polystyrene
<br />5 11/2 o
<br />Typ . 6 - #4 .1U
<br />X @ 3 1/2" on center
<br />X
<br />�X 4 \
<br />X v 1 /2 cover
<br />1/2" dia. X front & back
<br />O
<br />deformed � I X' � o
<br />bar anchors
<br />�X #4 - U
<br />ix
<br />15 PLAN OE SMEAR KEY REGION_
<br />A
<br />Exist. Depressed
<br />�b Key Q each end
<br />— -- � Exp.
<br />Bent
<br />4,- 2%2'
<br />- A
<br />PART-- PLA N---
<br />Expansion Bent
<br />* Sealed deck Exist. Cap
<br />joint (Type B)
<br />#4°01@
<br />u12"tot. 4
<br />—
<br />I
<br />8 Cont.
<br />( ) #4 0
<br />See Typical N N
<br />Bearing Details -�
<br />g"±
<br />1"
<br />chamfer
<br />3"x13"x2' 6" depressed key.
<br />N
<br />tot. 6 per key *See Standard Plan B6-21
<br />I Exist. Cap
<br />Joint Seal Details
<br />No.21258 Movement Rating = 2 1 —3
<br />Ev. 9-30-93 1 3 ' —
<br />DEPRESSEDKEY SECTION A�A1�" m
<br />1/2' dia. deformed
<br />25" bar anchors (Typ.)
<br />Remove exist. cone.
<br />I/
<br />welded sfud Nas needed for
<br />connections 4� 81/2, angle placement.
<br />I
<br />n nnn, xAAAAAAAAAA 45"
<br />1297 1"cover I 3"x 3"x5/16ff
<br />cut to length Drill & grout 12"
<br />(Typ•) into exist. cone.
<br />3 0" z�
<br />ELEVATION OE SIB EAR KEY
<br />Note: Deformed bar anchors shall be low carbon steel
<br />in accordance with ASTM Specification A 496
<br />(Tensile min.=80,000 psi & Yield min.=70,000 psi)
<br /># 4.�0
<br />1 363
<br />tot. 3 per key
<br />� = I
<br />#4 H @6
<br />A"In
<br />t
<br />7"m NO SGAL.E SLAB DETAILS -HINGE AT ' DENT PROJECT
<br />I�
<br />- DRAWING NO.
<br />H
<br />- ELLIOTT READ----- -- NO.T
<br />-SHEETS
<br />BRIDGE NO. 1151 _ f 13
<br />STATE BRIDGE NO. 29C-249
<br />
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