I-80 over MISSISSIPPI RIVER & RR
Map
Coordinates:
+41.58286, -90.3667441°34'58" N, 90°22'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-80 over MISSISSIPPI RIVER & RR |
| Structure number: | 000000000047720 |
| Location: | 078E503 |
| Purpose: | Carries highway overpass over highway, waterway, and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 370.1 ft. [112.8 m] |
| Total length: | 3489.0 ft. [1063.4 m] |
| Roadway width between curbs: | 61.0 ft. [18.6 m] |
| Deck width edge-to-edge: | 66.9 ft. [20.4 m] |
| Vertical clearance below bridge: | 60.0 ft. [18.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1967 |
| Year reconstructed: | 1996 |
| 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: | 28 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 31,100 [as of 2008] |
| Truck traffic: | 28% of total traffic |
| Deck condition: | Very Good [8 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: | 57.4 tons [52.2 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 67.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,200 [as of 1998] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Poor [4 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 57.5 tons [52.3 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,500 [as of 1989] |
| Truck traffic: | 26% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 57.4 tons [52.2 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 82.9 |