Title: The Kentucky River Bridge Variable Depth Precast  Prestressed Segmental Concrete Structure
Date: July-August, 1981
Volume: 26
Issue: 4
Page number: 60-85
Author(s): Homer M. Walker, H. Hubert Janssen, John B. Kelly
http://doi.org/10.15554/pcij.07011981.60.85

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Abstract

Describes the preliminary studies, alternate structure schemes, superstructure design, post-tensioning layout, epoxy joint details, segment production and erection of the Kentucky River Bridge--a variable  depth precast prestressed segmental structure, with a 323-ft (98.5 m) center span in which the segments were fabricated using the long-line casting method.