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2’-9" <br />ELEVATION SECTION I-ISECTION H-H <br />H <br />I <br />H <br />I <br />1’-4 1/2"1’-4 1/2"3’-1 1/2"3’-6"1’-0"2" <br />1"1"5"deck <br />Concrete bridge <br />Top of deck <br />Top of deck <br />Notches 1 1/2" width <br />Notches 1 1/2" width <br /> (typ.) <br /> 6" <br />5702E1"1"6"6" <br />5700E x 8’-10"3’-3"1’-4" lap1’-3"10"6" <br />10"6" <br />5702E x 2’-2"#7E BENT BAR x (X + 2’-6") <br />X = Panel Length - 2(2 3/4") <br />STANDARD DRAWING NO. <br />INDIANA DEPARTMENT OF TRANSPORTATION <br />E 706-BRTX-04 <br />PIER OR END BENT PILASTER <br />RAILING, TX <br />SEPTEMBER 2012 <br />details. <br />Construction joint type A. See Standard Drawing E 702-CJTA-01 for 4 <br />All chamfered edges shall be 3/4".3. <br />details and notes. <br />See Standard Drawing E 703-BRST-01 for reinforcing-bar bending 2. <br />All reinforcing bars designated E shall be epoxy coated.1. <br />NOTES <br />4 <br />/s/ Richard L. VanCleave 09/04/12 <br />DATESUPERVISOR, ROADWAY STANDARDS <br />/s/ Mark A. Miller 09/04/12 <br />DATECHIEF ENGINEER <br />STATE OF <br />No. <br />AAD <br />I <br />N I NPROFES <br />O <br />I <br />S <br />N LA <br />NE <br />IGENRERGEISTERDE RICHARD L. V <br />anCLE <br />A <br />VE <br />97503 1/2"3 1/2"5"#5E <br />5700E <br />#7E Bent Bar <br />3"3" <br />1"