USH 51 over MANITOWISH RIVER
Map
Coordinates:
+46.13762, -89.9111146°08'15" N, 89°54'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | USH 51 over MANITOWISH RIVER |
| Structure number: | B63000300000000 |
| Location: | 1.2M N JCT CTH W |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 185.7 ft. [56.6 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1956 |
| Year reconstructed: | 1992 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans 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: | 3,088 [as of 2007] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 57.0 tons [51.8 metric tons] |
| Inventory rating: | 33.9 tons [30.8 metric tons] |
| Sufficiency rating: | 77.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,500 [as of 1993] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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 determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 57.0 tons [51.8 metric tons] |
| Inventory rating: | 33.9 tons [30.8 metric tons] |
| Sufficiency rating: | 78.4 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,950 [as of 1988] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 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 determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 42.6 tons [38.7 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 67.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $323,000 |