|Structure name||Saruru Bridge|
|Structure type||①PC 3-span continuous box girder bridge
②PC 2-span continuous box girder bridge
|Structural factors||Length of bridge 178.89m
Span length ①3@35.0m、②2@35.0m
|Client||Obihiro Development and Consutruction Dept.,Hokkaido Regional Development Bureau|
|Route name||Number 256 of national highway|
This bridge was the first long span PC girder bridge (span length of 35 meters) using the Leonhardt method in Japan, and played a pioneering role as a continuous box girder bridge.