HAWTHORNE AVE over WILLAMETTE RIVER
Map
Coordinates:
+45.51321, -122.6709545°30'48" N, 122°40'15" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HAWTHORNE AVE over WILLAMETTE RIVER |
| Structure number: | 02757 000000000 |
| Location: | WILLAMETTE RIVER MP 13.2 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 251.0 ft. [76.5 m] |
| Total length: | 1382.9 ft. [421.5 m] |
| Roadway width between curbs: | 43.6 ft. [13.3 m] |
| Deck width edge-to-edge: | 73.2 ft. [22.3 m] |
| Vertical clearance above deck: | 15.7 ft. [4.8 m] |
| Vertical clearance below bridge: | 109.9 ft. [33.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1910 |
| Year reconstructed: | 1997 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Main span material: | Steel [3] |
| Main span design: | Movable - Lift [15] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Other [9] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 25,610 [as of 2006] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 57.9 tons [52.6 metric tons] |
| Inventory rating: | 35.0 tons [31.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.2 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $7,086,000 |
2000 Inspection
| Status: | New structure not yet open to traffic [G] |
| Average daily traffic: | 12,882 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 57.4 tons [52.2 metric tons] |
| Inventory rating: | 34.7 tons [31.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 70.4 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $11,312,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25,700 [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: | Good [7 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Operating rating: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 21.8 tons [19.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 52.3 |