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NOTES: <br />1. Joint sealant shall be hot applied asphalt in accordance with ASTM D6690, Type II. <br />2. No keyway is to be used on any conc. pavement replacement. <br />Epoxy Coated Tie-Bar <br />at 1'-0" c/c <br />Reference INDOT <br />Butt Joint Formed <br />by Bulk Head <br />1 4" RadiusSaw Cut Depth = D/3 <br />Epoxy Coated Dowel Bars at 1'-0" O.C., <br />at 6" Min. from Edge of PCCP <br />(See Table for Dowel Bar Diameter) <br />Preformed 1/2" Expansion <br />Joint Material <br />DDD1 4" Radius <br />D/2D/2TYPE A <br />EXPANSION JOINT <br />TYPE A - ALTERNATE <br />EXPANSION JOINT <br />TYPE C <br /> TRANSVERSE CONSTRUCTION JOINT <br />Fill With Joint Sealer <br />1 4" Radius <br />Fill With Joint Sealer <br />Fill With Joint Sealer <br />Preformed 1/2" Expansion <br />Joint Material <br />6/26/18 <br />CITY OF SOUTH BENDItemRevision <br />STANDARD <br />EFFECTIVE DATE: <br />REF STD SPEC SEC <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />Kara M. Boyles, Ph.D., P.E. Date <br />PAVEMENT DETAILS - CONCRETE JOINTS 2-12 <br />2-5 <br />June 26, 2018 <br />SECTION 2 - STREETS AND PATHS <br />TIE-BAR SIZES FOR TRANSVERSE JOINT <br />CONSTRUCTION <br />PAVEMENT THICKNESS, D TIE-BAR <br />SIZE <br />Min. Length of <br />Embedment, le <br />Less than 9"#5 1'-0" <br />9" Through 12"#8 1'-8" <br />Greater than 12"#10 2'-0"