OR 99W (HWY 001W) over SW VERMONT ST VIADUCT
Map
Coordinates:
+45.47613, -122.6796445°28'34" N, 122°40'47" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | OR 99W (HWY 001W) over SW VERMONT ST VIADUCT |
| Structure number: | 01984 01W 00350 |
| Location: | 0.3 M S OF HWY 40 |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 38.1 ft. [11.6 m] |
| Total length: | 530.9 ft. [161.8 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 57.4 ft. [17.5 m] |
| Skew angle: | 37° |
| Owner: | State Highway Agency [01] |
| Year built: | 1934 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 18 |
| Main spans material: | Wood or timber [7] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,400 [as of 2008] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 52.9 tons [48.1 metric tons] |
| Inventory rating: | 41.9 tons [38.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.3 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $2,721,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 38,000 [as of 1998] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 52.5 tons [47.7 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.4 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $4,010,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,200 [as of 1990] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 27.3 tons [24.8 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 49.7 |