CTH W over MANITOWISH RIVER
Map
Coordinates:
+46.13856, -89.8850846°08'19" N, 89°53'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CTH W over MANITOWISH RIVER |
| Structure number: | B63001100000000 |
| Location: | 0.6M N JCT USH 51 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 49.2 ft. [15.0 m] |
| Total length: | 52.2 ft. [15.9 m] |
| Roadway width between curbs: | 28.5 ft. [8.7 m] |
| Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1982 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| 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: | 1,500 [as of 2007] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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: | 65.9 tons [59.9 metric tons] |
| Inventory rating: | 37.4 tons [34.0 metric tons] |
| Sufficiency rating: | 82.4 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 580 [as of 1982] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Very Good [8 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: | 65.9 tons [59.9 metric tons] |
| Inventory rating: | 37.4 tons [34.0 metric tons] |
| Sufficiency rating: | 89.8 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 580 [as of 1982] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Fair [5 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: | 66.3 tons [60.3 metric tons] |
| Inventory rating: | 37.6 tons [34.2 metric tons] |
| Sufficiency rating: | 78.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |