15th Ave NE over COWEN PARK, RAVINE
Map
Coordinates:
+47.67335, -122.3118747°40'24" N, 122°18'43" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 15th Ave NE over COWEN PARK, RAVINE |
| Structure number: | 085117000000000 |
| Location: | 15th Ave NE & NE 62nd St |
| Purpose: | Carries highway and pedestrian walkway over relief for waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 160.1 ft. [48.8 m] |
| Total length: | 358.0 ft. [109.1 m] |
| Roadway width between curbs: | 42.0 ft. [12.8 m] |
| Deck width edge-to-edge: | 55.4 ft. [16.9 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1936 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Concrete continuous [2] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,246 [as of 2008] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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] |
| Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 11.9 tons [10.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 27.3 |
| Estimated cost of work: | $1,724,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,300 [as of 1989] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 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] |
| Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 11.9 tons [10.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 44.3 |
| Estimated cost of work: | $1,724,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,300 [as of 1989] |
| Truck traffic: | 5% 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 13.9 tons [12.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 48.3 |
| Estimated cost of work: | $1,724,000 |