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49'-1" ℄ Brg. to ℄ Brg. <br />℄ Pier No. 6 <br />1 1/2" <br />48'-10" Out to Out Floor Slab <br />3"3" <br />℄ Pier No. 7 <br />1 1/2" <br />Line "PR-CLT-2" <br /> DECK PLAN - SPAN No. 6 <br />Scale: 1/2" = 1'-0" <br /> DECK SECTION - SPAN No. 6 <br />Scale: 1/2" = 1'-0" <br />℄ Bridge & <br />Line "PR-CLT 2" <br />2% <br />Pedestrian Railing <br />4'-9" Min. Height <br />(Typ.) <br />14'-0" Out to Out Coping <br />12'-5" Clear Trail <br />21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3" <br />#4 (Typ.) <br />2% <br />501 <br />#5 <br />6" <br />(Typ.) <br />3/4" Half Round <br />Drip Bead (Typ.) <br />SUPERSTRUCTURE SPAN No. 6 <br /> BILL OF MATERIALS <br />CONCRETE <br />Class "C" Superstructure <br />MISCELLANEOUS <br />19 Cys. <br />2,200Total #5 <br />EPOXY COATED REINFORCING STEEL <br />Mark Bars <br />Size or No. of Length Weight <br />(lbs) <br />3,684Total E.C. Reinforcing Steel <br />501 74 14'-10" <br />#4 88 25'-3" <br />#5 74 13'-8" <br />1484Total #4 <br />73 Spaces @ 8" = 48'-4" (501 Top Slab & #5 Bottom Slab)14'-0"21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3"74-501 (Top Slab) <br />74-#5 x 13'-8" (Bottom Slab)7'-0"7'-0"22 Lines (Bottom Slab) <br />2-#4 x 25'-3" Ea. Line <br />44-#4 x 25'-3" Total Req'd. <br />(2'-0" Min. Lap) <br />22 Lines (Top Slab) <br />2-#4 x 25'-3" Ea. Line <br />44-#4 x 25'-3" Total Req'd. <br />(2'-0" Min. Lap) <br /> BAR BENDING DETAILS <br />No Scale <br />7" Hooks <br /> 501 x 14'-10" <br />13'-8" <br />6'-9"6'-9"1 5/8"2" Conduit <br />(Typ. Both Copings) <br />Detail "A" <br />2" Conduit <br />2" Conduit <br />See Light Post <br />Base Plate Detail <br />(Typ.) <br />See Light Post <br />Base Plate Detail <br />(Typ.) <br />8" Typ. <br />@ Coping <br />P.G. <br />1" Clear. <br />2% <br /> DETAIL "A" <br />Scale: 1" = 1'-0" <br /> LIGHT POST BASE PLATE DETAIL <br />Scale: None <br />"A""A" <br />3" x 3" Hole <br />For Conduit <br />Access <br />2" Schedule <br />80 Pipe <br />8" x 8" x 1/2" <br />Steel Base Plate <br />5" x 5" x 1/4" HSS <br />SECTION <br />PLAN VIEW <br />2" Riser <br />2" Conduit <br />Top Transverse <br />#5 @ 8" <br />Btm. Transverse <br />#5 @ 8" <br /> FOAM JOINT DETAIL <br />Scale: 1" = 1'-0" <br />PIER 7 <br />3/4" Chamfer3/4"3" Joint Opening <br />3/4" Chamfer 3/4"3" Joint Opening <br />PIER 6 <br />Bridge Expansion <br />Joint, PCF <br />Bridge Expansion <br />Joint, PCF <br />Span 6Span 6 8"8"8"8"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 />33 39 <br />1401811 <br />SUPERSTUCTURE DETAILS - SPAN No. 6 <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\Superstructure.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 />All reinforcing to be epoxy coated. <br />For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01. <br />For General Notes, see sheet 6. <br />For additional Superstructure Details, see sheets 28-32 & 34. <br /> NOTES: