I-5 (HWY 001) NB over COLUMBIA RIVER
Map
Coordinates:
+45.61439, -122.6771745°36'52" N, 122°40'38" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-5 (HWY 001) NB over COLUMBIA RIVER |
| Structure number: | 01377A001 30838 |
| Location: | AT INTERSTATE BRIDGE |
| Purpose: | Carries highway and pedestrian walkway over highway and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 278.9 ft. [85.0 m] |
| Total length: | 3538.2 ft. [1078.4 m] |
| Roadway width between curbs: | 38.1 ft. [11.6 m] |
| Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
| Vertical clearance above deck: | 15.4 ft. [4.7 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1916 |
| Year reconstructed: | 1958 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 11 |
| Main spans material: | Steel [3] |
| Main spans design: | Movable - Lift [15] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 64,286 [as of 2008] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 25.0 tons [22.7 metric tons] |
| Inventory rating: | 15.0 tons [13.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 31.5 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $26,595,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 58,310 [as of 1998] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 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: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 57.0 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $17,663,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 53,400 [as of 1989] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | 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: | 71.0 |