HWY 1W over WB HWY 26
Map
Coordinates:
+45.50011, -122.6776845°30'00" N, 122°40'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HWY 1W over WB HWY 26 |
| Structure number: | 06896 01W 00161 |
| Location: | 1.5 MI S PORTLAND CC |
| Purpose: | Carries highway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 35.1 ft. [10.7 m] |
| Total length: | 35.1 ft. [10.7 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 64.6 ft. [19.7 m] |
| Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1946 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,700 [as of 2008] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 60.8 tons [55.3 metric tons] |
| Inventory rating: | 37.0 tons [33.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 91.2 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $179,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,300 [as of 1998] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 60.4 tons [54.9 metric tons] |
| Inventory rating: | 36.6 tons [33.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 84.9 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $290,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,500 [as of 1990] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 49.5 tons [45.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 84.4 |