WISE AVENUE over BEAR CREEK
Map
Coordinates:
+39.26125, -76.4777139°15'40" N, 76°28'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WISE AVENUE over BEAR CREEK |
| Structure number: | 200000B-0079010 |
| Location: | 0.9 MI W OF NORTH PT RD |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 90.9 ft. [27.7 m] |
| Total length: | 429.2 ft. [130.8 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
| Vertical clearance below bridge: | 13.8 ft. [4.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1948 |
| Year reconstructed: | 1986 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span design: | Movable - Bascule [16] |
| 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: | 11,400 [as of 1996] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 42.6 tons [38.7 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Sufficiency rating: | 64.8 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 11,400 [as of 1996] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Pier/abutment protection: | In place but in a deteriorated condition [3] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 42.6 tons [38.7 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Sufficiency rating: | 51.9 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 11,200 [as of 1990] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Sufficiency rating: | 46.0 |