N GREELEY AVE over B-13 OVER N GOING ST
Map
Coordinates:
+45.55601, -122.6927745°33'22" N, 122°41'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | N GREELEY AVE over B-13 OVER N GOING ST |
| Structure number: | 25B13 000 00147 |
| Location: | ON SWAN ISLAND RAMP |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 108.9 ft. [33.2 m] |
| Total length: | 110.9 ft. [33.8 m] |
| Roadway width between curbs: | 65.9 ft. [20.1 m] |
| Deck width edge-to-edge: | 86.3 ft. [26.3 m] |
| Vertical clearance below bridge: | 17.7 ft. [5.4 m] |
| Skew angle: | 24° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1976 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 28,663 [as of 2007] |
| Truck traffic: | 5% 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: | 98.8 tons [89.8 metric tons] |
| Inventory rating: | 66.9 tons [60.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 85.9 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $1,594,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 26,750 [as of 1996] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 49.5 tons [45.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 89.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,940,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,900 [as of 1989] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 49.5 tons [45.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 92.0 |