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DEpoxy Coated Dowel Bars at 1'-0" <br />O.C., at 6" Min. from Edge of PCCP <br />(See Table for Dowel Bar Diameter) <br />TYPE D-1 <br />CONTRACTION JOINT <br />Sawed Contraction Joint Seal <br />D/2D/39"9" <br />Epoxy Coated Tie-Bar <br />Reference INDOTButt Joint Formed <br />by Bulk Head <br />1 4" RadiusSaw Cut Depth = D/3 <br />DD/2TYPE E <br />LONGITUDINAL CONSTRUCTION JOINT <br />Fill With Joint Sealer <br />le le <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 2-13 <br />2-5 <br />June 26, 2018 <br />SECTION 2 - STREETS AND PATHS <br />NOTES: <br />1. Joint sealant shall be hot applied asphalt in <br />accordance with ASTM D6690, Type II. <br />DOWEL BAR SIZES <br />PAVEMENT THICKNESS, D DOWEL BAR <br />DIAMETER <br />Less than 9"1" <br />9" Through 12"1 1 4" <br />Greater than 12"1 1 2" <br />PAVEMENT <br />THICKNESS, D <br />LONGITUDINAL CONSTRUCTION JOINT <br />TIE-BAR SIZE SPACING MIN. LENGTH OF <br />EMBEDMENT, le <br />LESS THAN 9"#5 3'-0" c/c 1'-0" <br />9" TO 12"#6 3'-0" c/c 1'-3" <br />GREATER THAN <br />12" <br />#6 <br />or #7 <br />2'-0" c/c <br />3'-0" c/c 1'-6"