I-670 over SR 315 / OLENTANGY R.
Map
Coordinates:
+39.96806, -83.0230639°58'05" N, 83°01'23" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | I-670 over SR 315 / OLENTANGY R. |
| Structure number: | 2505924 |
| Location: | COLUMBUS |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 107.9 ft. [32.9 m] |
| Total length: | 687.7 ft. [209.6 m] |
| Roadway width between curbs: | 94.5 ft. [28.8 m] |
| Deck width edge-to-edge: | 97.4 ft. [29.7 m] |
| Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 2000 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 7 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 75,850 [as of 2006] |
| Truck traffic: | 16% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 61.2 |