SE 45TH AVE over B-90 OVER JOHNSON CREEK
Map
Coordinates:
+45.46188, -122.6166745°27'43" N, 122°37'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SE 45TH AVE over B-90 OVER JOHNSON CREEK |
| Structure number: | 51C04 000 00001 |
| Location: | SE PORTLAND FAU 9704 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 40.0 ft. [12.2 m] |
| Total length: | 43.0 ft. [13.1 m] |
| Roadway width between curbs: | 38.4 ft. [11.7 m] |
| Deck width edge-to-edge: | 50.5 ft. [15.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1927 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Concrete [1] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,279 [as of 2007] |
| Truck traffic: | 10% 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] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 31.9 tons [29.0 metric tons] |
| Inventory rating: | 18.9 tons [17.2 metric tons] |
| Sufficiency rating: | 72.2 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,150 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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] |
| 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] |
| Sufficiency rating: | 72.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $488,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,900 [as of 1989] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 33.4 tons [30.4 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Sufficiency rating: | 89.9 |