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FIXED SHOE DETAILS <br />Scale: 1 1/2" = 1'-0" <br />8"2"4"4" <br />4"R40'℄ Bearing (Fixed)W3"2"1 1/2"5/8" Hole <br />1 1/4" Deep <br />3"3"℄ Beam <br />4" <br />8"TPL TP <br />WTPT TP <br />1/2" Stud <br />Driving Fit <br />Location of holes thru Top Plate to <br />be field drilled with Btm. Flange <br />W &BRGWTP5/8" Hole <br />1 1/4" Deep <br />1 1/2"1 1/2"WBPWBRGWBP-3"3"3"A 15" <br />B <br />C <br />TypeWBP TOP PLATE <br />W T L T T T W BRG W B <br />17" <br />12 3/4" <br />14" <br />16" <br />14" <br />1 1/4" <br />1 3/4" <br />1 3/4" <br />15" <br />17" <br />12 3/4" <br />21" <br />23" <br />18 3/4" <br /> FIXED BASE <br /> SECTION <br /> TOP PLATE <br />L T <br />TTROCKER W BOTTOM PLATE <br />L B T B <br />8" <br />8" <br />8" <br />2" <br />2" <br />2" <br />**Location of drilled holes <br />through top plate and <br />bottom flange to be <br />determined in the field. <br />*T3/4"1"1/4" <br />1/2" <br /> PINTEL DETAIL <br />Scale: 3" = 1'-0"TP℄ Pier℄ Brg. <br /> ELASTOMERIC BEARING <br /> EXISTING BEAM <br />Scale: 1 1/2" = 1'-0" <br />℄ Existing Beam <br />2 1/8" <br />Retainer Hat <br />WT <br />W <br />1/2" Shim <br />1/8" <br />Typ. <br />L <br />1" Min. <br />3"3"1 1/2"Beam <br /> SECTION ELEVATION <br />L T <br />Bearing Pad <br />Bearing Plate <br />A 17 1/16" <br />B <br />C <br />Type <br />BEARING PLATE <br />W T L T <br />18 7/8" <br />14 3/4" <br />14" <br />16" <br />14" <br />S1-a <br />Bearing Pad WL <br />8" <br />10" <br />8" <br />11" <br />13" <br />11" <br />S1-a <br />S1-a <br /> PLAN <br />*** Location of drilled holes through top plate and <br />bottom flange to be determined in the field. <br /> PLAN ELEVATION <br />Scale: 3" = 1'-0" <br />DOUBLE RETAINER DETAIL <br />6 11/16" <br />3 3/8"4"8"6 11/16"4"3 3/8" <br />3 3/8" <br />1 1/8" Bolt <br />See INDOT Stnd. <br />Dwg. 726-BEBP-04 <br /> ELEVATION <br />Scale: 3" = 1'-0" <br />SINGLE RETAINER DETAIL <br />NOTE: Double Retainer to be used at Span 1 Pier 2 only. <br />Pier 2 <br />Pier 3 <br />Pier 4 <br />Pier 5 <br />QUANTITIES <br />Pier 6 <br />Pier 7 <br />Elastomeric <br />Brg. Assembly <br />Drilled <br />Holes <br />Structural <br />Steel * <br />590 <br />590 <br />24 <br />32 <br />Rivet <br />Removal ** <br />Bent 8 4 0 16 16 <br />Bent 1 0 16 <br />32 <br />32 <br />Totals 24 5,499 192 192 <br />EA.LBS.EA.EA. <br />4 <br />2 <br />2 <br />4 <br />4 <br />4 <br />875 <br />861 <br />861 <br />861 <br />861 <br />16 <br />24 <br />16 <br />16 <br />24 <br />24 <br />32 <br />32 <br />32 <br />Estimated Quantity <br />Undistributed Quantity, Assumed 1 Rivet Removed at Each Drilled Hole Location <br /> * <br />** <br />Cut Washer <br />into concrete <br />No Scale <br /> SWEDGED ANCHOR BOLT DETAIL <br />Hex Nut <br />3" <br />Thread <br />1'-4" (Min.) Embedment <br />3/4" ∅ x 1'-10 Anchor Bolt A325 (Swedged) <br />DESIGNED: <br />CHECKED: <br />DRAWN: <br />CHECKED: <br />RECOMMENDED <br />FOR APPROVAL <br />DESIGN ENGINEER DATE <br />SHEETS <br />of <br />VERTICAL SCALE <br />HORIZONTAL SCALE <br />CONTRACT <br />BRIDGE FILE <br />PROJECT <br />DESIGNATION <br />SURVEY BOOKCJDDJZ <br />BSF CJD <br />AS NOTED <br />AS NOTED <br />- <br />1401811 <br />- <br />R-38065 <br />27 39 <br />1401811 <br />BEARING DETAILS <br />COAL LINE TRAIL OVER ST. JOSEPH RIVER <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION <br />File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Framing Plan.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200 <br />Indianapolis, IN 46250 <br />Phone 317-895-2585 <br />www.ucindy.comConsulting <br />UNITED <br />For General Notes, see sheet 6. <br />All structural steel to be A709 Grade 50 unless noted. <br />Rocker to be finished from 3" thickness. <br />Curved surfaces of shoes to be machined after welding completed. <br /> NOTES: