I 94 over MISS R, ramp, W River Rd
Map
Coordinates:
+44.96654, -93.2248344°57'60" N, 93°13'29" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I 94 over MISS R, ramp, W River Rd |
| Structure number: | 9350 |
| Location: | 1.3 MI SE OF JCT TH 55 |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 340.2 ft. [103.7 m] |
| Total length: | 1001.4 ft. [305.2 m] |
| Roadway width between curbs: | 136.2 ft. [41.5 m] |
| Deck width edge-to-edge: | 141.4 ft. [43.1 m] |
| Vertical clearance below bridge: | 51.8 ft. [15.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1963 |
| Year reconstructed: | 1994 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 6 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 167,000 [as of 2004] |
| Truck traffic: | 4% 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: | 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: | Navigation protection not required [1] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 79.0 tons [71.8 metric tons] |
| Inventory rating: | 46.6 tons [42.4 metric tons] |
| Sufficiency rating: | 85.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,800 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 78.4 tons [71.3 metric tons] |
| Inventory rating: | 46.3 tons [42.1 metric tons] |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 115,000 [as of 1990] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 27.7 tons [25.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.7 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $9,350,000 |