NW MAYWOOD DR over B-18 SEMI-VIADUCT
Map
Coordinates:
+45.52747, -122.7064445°31'39" N, 122°42'23" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | NW MAYWOOD DR over B-18 SEMI-VIADUCT |
| Structure number: | 25B18 000 |
| Location: | AT NW MELINDA AVE |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 13.1 ft. [4.0 m] |
| Total length: | 207.0 ft. [63.1 m] |
| Roadway width between curbs: | 23.6 ft. [7.2 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1934 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 9 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Frame [07] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 563 [as of 2007] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 28.9 tons [26.3 metric tons] |
| Inventory rating: | 16.9 tons [15.4 metric tons] |
| Sufficiency rating: | 59.7 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 500 [as of 1997] |
| Truck traffic: | 1% 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] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 27.7 tons [25.2 metric tons] |
| Inventory rating: | 16.8 tons [15.3 metric tons] |
| Sufficiency rating: | 61.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $650,000 |