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Elastomeric bearing pads- <br />- Yo 1 <br />1 x 611 <br />X i l _ o <br />1/2 dia. deformed Expanded polystyrene <br />bar anchors w/ 11/, cover, <br />90° hook tot.4 front & back <br />X X X X X l 1 X X X X X X X X X Jj JC X JC X X JC X <br />20" --� - �4"t9P <br />#4, 2"-2" tot. 3 <br />#4.' tot. 6 <br />30, <br />PLAN OF SHEAR KEY REGION <br />Top of slab <br />Welded stud <br />Connections -\ <br />�I <br />#4 -' tot. 6 <br />1" cover on bottom <br />i 45' <br />/ L <br />x nr`nnnnxxxnxxxxxx <br />12" <br />L3„x3"x5/16x20 <br />#4 2"-2" tot. 3 <br />30 <br />1/' dia. deformed <br />bar anchors w/ <br />90° hook tot.4 <br />81/2„ <br />\ <br />VVl/1/\/\/-J <br />Expansion Bent <br />------------ <br />�� o 0 <br />6 Typ. <br />3"x1 '-Yx 2'- 6" depressed key LAN <br />near each end of cap. <br />1/2 dia. deformed <br />bar anchors <br />tot. 4 <br />Level 2„ <br />2" <br />1/' dia. deformed <br />bar anchors, tot. 4 <br />ELEVATION OF SHEAR KEY <br />Note: Deformed bar anchors shall be low carbon steel <br />in accordance with ASTM Specification A 496 <br />4 @ 6 tot. 6 per key <br />;� <br />Pad <br />spacing <br />6' mox. Note: <br />For polystyrene <br />protection detoi is <br />see S. P 80- 13 <br />Expanded polystyrene, same <br />thickness as bearing pads. <br />1/2"expansion joint filler <br />5'-0" Stop interfering cap bars at all sides of key <br />3"min. <br />2' from face of key. <br />1 1, tot. 3 per key ELEVAT-ION <br />TYPICAL BEARING DE -TAILS <br />___ <br />4 x 2 2 tot. 3 per key <br />y <br />#1 1 tot. 3 per key - <br />�. ./ <br />#6 �]= tot. 6 per key --� <br />N <br />B <br />Exp. Bent <br />--------- ---- <br />� s <br />1'-0" B <br />PART PLAN <br />SPANS <br />16' <br />thru 22' <br />24' <br />thru 30' <br />32' <br />thru 38' <br />40' <br />thru 44' <br />PAD SPACING <br />8' _ 0" <br />7' -- 0" <br />6,—Og, <br />5'-6" <br />(� Expansion Bent <br />Sealed deck joint <br />(MR-2") �_#11 cont. <br />I <br />I / <br />8 cont. (tot. 4) i Expandedpolystyrene <br />i P <br />See Typical Bearing Details --�� �� H <br />l # 5 cont. <br />1 " chamfer <br />- ; --- LJ �• �I <br />3"x1' 3"x2' 6" depressed key. <br />I <br />Place near each end of cap. <br />8 total 8. Stop interferingI• • / <br />bars 2" from face of key. <br />3" chamfer 1>> 2"cl. <br />Pile bars <br />(Tensile min.=80,000 psi (M Yield <br />min.=70,000 psi) <br />M. <br />5 il= stirrups place <br />DEPRESSED KEY jjx Ncl�21258 <br />normal to q Exp. bent. <br />- <br />-� t�xp g• -g3 <br />Stop face of key. <br />p4 <br />SECTION <br />z <br />x <br />_ <br />w <br />0 <br />z <br />V) <br />1 <br />URAWN i3Y DATE <br />PROJECT ENGINEER DATE CHECKED <br />PAT DICHUPA 9/89 <br />s.,.,. <br />DATE SUBMITTED DATE APPROVED <br />__�__- --- - - -- <br />DATE _ <br />- — DATE <br />--- �. _ <br />(� (� SHEET <br />SLAB ELLIOTT ROAD <br />SLAB HINGE DETAILS <br />LIJ <br />TOTAL <br />',i� ; �s. , <br />�_ <br />�����.���. s ,.�° ��� �,,°/�COUNTYAT <br />i <br />�� �il�! al�HQtJIIV NO SCALE <br />PROJECT NO. <br />E �I it R I D G E N 0 ,1 151 10 <br />SHEETS <br />13 m <br />�1 <br />" FILE NAME DRAWER <br />4i ble, <br />�,. x., - <br />SHEET NO. ( ACAD <br />2 3-Y I ELLI0TBR\SHT10.DWG <br />STATE BRIDGE N0.29C--249 <br />