US 63 over MISS RIVER & CP RAIL
Map
Coordinates:
+44.57008, -92.5337444°34'12" N, 92°32'01" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US 63 over MISS RIVER & CP RAIL |
| Structure number: | 9040 |
| Location: | AT WIS STATE LINE |
| Purpose: | Carries highway and pedestrian walkway over railroad and waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 432.1 ft. [131.7 m] |
| Total length: | 1631.0 ft. [497.1 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
| Vertical clearance above deck: | 20.0 ft. [6.1 m] |
| Vertical clearance below bridge: | 64.0 ft. [19.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,400 [as of 2008] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 61.1 tons [55.5 metric tons] |
| Inventory rating: | 23.3 tons [21.2 metric tons] |
| Sufficiency rating: | 43.8 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $19,700,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,400 [as of 1998] |
| Truck traffic: | 7% 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: | 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 60.6 tons [55.1 metric tons] |
| Inventory rating: | 23.2 tons [21.1 metric tons] |
| Sufficiency rating: | 44.6 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,600 [as of 1990] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 60.4 tons [54.9 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Sufficiency rating: | 44.0 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $110,000 |