Longitudinal Joint 2
Longitudinal Joint 2 :
A planned joint in the direction of traffic flow in base concrete which is either formed or induced and across which, generally mid-slab are 1 m long, 12 mm diameter tiebars at various centres, typically 0.5 to 0.75 m centres. The joints are usually located near longitudinal edge and lane lines, and are 'held' together by tiebars. Longitudinal joints are generally avoided in bridge decks due to issues with cyclists and motorcyclists
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