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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 />39 39 <br />1401811 <br />BRIDGE SUMMARY <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\Bridge Summary.dwg Plot Date: 7/23/2021 Plotted By: David ZolaCLASS C <br />SUPERSTR <br />cys. <br />ITEM <br />RAILING, <br />CONCRETE <br />FC <br />cys.cys.cys. <br />FTG. <br />CLASS BCLASS A <br />SUBSTR <br />CONCRETE <br />IN <br />lft.lbs.lbs. <br />REINF. <br />BARS <br />COATED <br />REINF. <br />BARS <br />EPOXY PILES <br />lbs. <br />STRUCT. <br />STEEL <br />no.lft.no. <br />HP12 x 74 <br />STEEL H, <br />lft.sq/inch <br />FIELD CUT <br />STRUCTURAL DRILLED <br />HOLE <br />each <br />PNEUMATICALLY <br />PLACED <br />MORTAR * <br />sft.lft. <br />SURFACE <br />SEAL <br />gal <br />** <br />STEEL, <br />Totals <br />SUMMARY OF BRIDGE QUANTITIES <br />BRIDGE <br />EXPANSION <br />L.S.Lft. <br />JOINT, PCF <br />8440 Allison Pointe Boulevard, Suite 200 <br />Indianapolis, IN 46250 <br />Phone 317-895-2585 <br />www.ucindy.comConsulting <br />UNITED <br />Bent No. 1 <br />EPOXY * <br />INJECTION <br />CRACK <br />sft. <br />BEARING <br />ASSEMBLY <br />ELASTOMERIC <br />each each <br />RIVET <br />REMOVE <br />PILE, TEST PILE, <br />DYNAMIC, <br />PRODUCTION <br />CLEAN <br />BRIDGE <br />STEEL TEST PILE, <br />DYNAMIC, <br />RESTRIKE <br />eachLS.L.S.lft. <br />CONC. STR. MEMBERS <br />BOX BEAMS <br />TYPE <br />BULB-TEE <br />BEAM, <br />36" x 49" <br />no.lft.each <br />Pier No. 2 <br />Bent No. 8 <br />Pier No. 3 <br />Pier No. 4 <br />Pier No. 5 <br />Pier No. 6 <br />Pier No. 7 <br />Superstructure <br />FIELD <br />CONCRETE <br />STRUCTURAL <br />STEEL <br />DRILLED <br />HOLE <br />PREPERATION <br />EPOXY <br />INJECTION <br />EPOXY <br />MATERIAL <br />EPOXY <br />INJECTION <br />FINISHING <br />EQUIPMENT <br />PAINT <br />BRIDGE <br />STEEL <br />LS. <br />192 <br />1 1 <br />1 1 <br />4.8 <br />1.6 <br />2.3 <br />4.8 <br />3.3 <br />1.6 <br />1.8 <br />2.9 <br />23.1128.0 27,250 44016802028 <br />1 <br />1 19224 400.0 4 1 <br />Span 1 <br />Span 2 <br />Span 3 <br />Span 4 <br />Span 5 <br />Span 6 <br />Span 7 <br />12 <br />22 <br />23 <br />17 <br />19 <br />19 <br />16 <br />267 <br />198 <br />176 <br />265 <br />200 <br />165 <br />202 <br />295 <br />2,205 <br />4,757 <br />4,801 <br />3,289 <br />3,689 <br />3,684 <br />3,097 <br />210 <br />210 <br />210 <br />210 <br />210 <br />210 <br />210 <br />210 <br />4 <br />2 <br />2 <br />4 <br />4 <br />4 <br />4 <br />24 <br />16 <br />16 <br />24 <br />32 <br />32 <br />32 <br />16 <br />48 <br />72 <br />48 <br />48 <br />48 <br />48 <br />48 <br />80 <br />14 <br />14 <br />14 <br />14 <br />14 <br />14 <br />14 <br />14 <br />112 <br />each <br />"A" <br />FIXED <br />SHOE <br />24 <br />2 <br />4 <br />2 <br />4 <br />4 <br />4 <br />4 <br />5420 <br />5420 <br /> * Undistributed Quantity <br />376 <br />220 <br />220 <br />328 <br />320 <br />296 <br />268 <br />24 <br />16 <br />16 <br />24 <br />32 <br />32 <br />32 <br />16 <br />50 <br />50 <br />50 <br />50 <br />50 <br />50 <br />50 <br />50 <br />** Estimated Quantity