Permanent Access Bridge for Karun III Dam

Project: Access road bridge for underground power station of the dam
Client: Iran Water and Power Resources Development Co.
Hexa's Responsibilities: Preparation of alternative design & supervision
Structural Type: Cast-in-situ pre-stressed concrete box girder built by balanced cantilever method, continuous with its piers and semi-integral with abutments
Span Orientation: 37.5+65+37.5 m
Date of Completion: 1999
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