Photograph source：Association for Civil Engineering Technology of Hokkaido Concrete Research Committee
| Structure name | Shin-sorachi-ohashi Bridge (Bridge A) |
|---|---|
| Structure type | Bridge A：Post tension method PC Angle-braced rigid frame bridge Bridge B・C・D・E：Post tension method PC（3＋2＋3＋2）span continuous box girder bridge |
| Structural factors | Length of bridge 677.0ｍ Bridge A：Span length 22.5m+30.0m+22.5m、leg inclination angle 26° |
| Client | Sapporo Development and Consutruction Dept.,Hokkaido Regional Development Bureau |
| Designer | KOKEN ENGINEERING CO.,Ltd |
| Contractor | Joint-venture group Obayashi.co・Yasudakensetsu.co・Fukutugumi,co |
| Location | Sunagawa city |
| Route name | Number 12 of national highway |
| Completion date | outbound line：1993、outbound line：1990 |
