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SYNOPSIS This paper presents the results of a study of the horizontal shear resistance of the connection between full-depth precast concrete bridge deck panels and prestressed concrete girders. This connection consists of isolated shear connectors extending from the precast I-girder into a block-out pocket in the precast deck panel. The blockouts and the haunch between the panel and the beam are grouted. Thirty-six push-off tests were performed to investigate the strength and behavior of thedoi:10.15554/pci.rr.tran-001 fatcat:pxwcls5hfvg57ej4rua6uhbnpi