TACOMA STREET over WILLAMETTE RIVER
Map
Coordinates:
+45.46434, -122.6636645°27'52" N, 122°39'49" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | TACOMA STREET over WILLAMETTE RIVER |
| Structure number: | 06879 000 00000 |
| Location: | PORTLAND |
| Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 299.9 ft. [91.4 m] |
| Total length: | 1972.2 ft. [601.1 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
| Vertical clearance below bridge: | 75.1 ft. [22.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1925 |
| Year reconstructed: | 1960 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 13.5 / HS 15 [3] |
| Number of main spans: | 4 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Deck [09] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 33,495 [as of 2007] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Fair [5 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: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 26.0 tons [23.6 metric tons] |
| Inventory rating: | 16.0 tons [14.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $11,114,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 28,781 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 31.7 tons [28.8 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 40.5 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $6,764,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 22,730 [as of 1989] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 29.8 tons [27.1 metric tons] |
| Inventory rating: | 19.4 tons [17.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 33.8 |
Comments
TACOMA STREET over WILLAMETTE RIVER (Multnomah County, Oregon)
Posted August 31, 2012, by Anonymous
The Sellwood Bridge listed here is currently being replaced.