I80 over BNSF/MO R 074-676-M
Map
Coordinates:
+41.23153, -95.9123941°13'54" N, 95°54'45" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I80 over BNSF/MO R 074-676-M |
| Structure number: | S080 45531 |
| Location: | ECL OMAHA |
| Purpose: | Carries highway over railroad and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 424.9 ft. [129.5 m] |
| Total length: | 2468.0 ft. [752.2 m] |
| Roadway width between curbs: | 76.1 ft. [23.2 m] |
| Deck width edge-to-edge: | 82.4 ft. [25.1 m] |
| Vertical clearance below bridge: | 47.9 ft. [14.6 m] |
| Skew angle: | 11° |
| Owner: | State Highway Agency [01] |
| Year built: | 1972 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 75,000 [as of 2008] |
| Truck traffic: | 13% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 46.5 tons [42.3 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 55,200 [as of 1998] |
| Truck traffic: | 15% 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: | 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 81.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 40,150 [as of 1990] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 81.0 |