HWY 1W (STEEL BR) over WILLAMETTE RIVER
Map
Coordinates:
+45.52626, -122.6707145°31'35" N, 122°40'15" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HWY 1W (STEEL BR) over WILLAMETTE RIVER |
| Structure number: | 06683 01WX00036 |
| Location: | 0.4 MI NE PORTLAND CC |
| Purpose: | Carries highway and railroad over railroad and waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 299.9 ft. [91.4 m] |
| Total length: | 799.9 ft. [243.8 m] |
| Roadway width between curbs: | 49.9 ft. [15.2 m] |
| Deck width edge-to-edge: | 64.0 ft. [19.5 m] |
| Vertical clearance above deck: | 17.7 ft. [5.4 m] |
| Vertical clearance below bridge: | 160.1 ft. [48.8 m] |
| Owner: | Railroad [27] |
| Year built: | 1910 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,216 [as of 2007] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 59.8 tons [54.4 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,508,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,000 [as of 1996] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 73.6 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $6,554,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,400 [as of 1989] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.3 |