EB-I80 over BIG PAPIL CR/82ND ST&AVE
Map
Coordinates:
+41.22378, -96.0390041°13'26" N, 96°02'20" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | EB-I80 over BIG PAPIL CR/82ND ST&AVE |
| Structure number: | S080 44846R |
| Location: | OMAHA I80 @ 82ND ST |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 109.9 ft. [33.5 m] |
| Total length: | 303.2 ft. [92.4 m] |
| Roadway width between curbs: | 107.0 ft. [32.6 m] |
| Deck width edge-to-edge: | 109.3 ft. [33.3 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Skew angle: | 18° |
| Owner: | State Highway Agency [01] |
| Year built: | 1961 |
| Year reconstructed: | 1987 |
| 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: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| 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: | 80,955 [as of 2008] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 60.4 tons [54.9 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 89.3 |
2000 Inspection
| Average daily traffic: | 500 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 49,770 [as of 1990] |
| Truck traffic: | 8% 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] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 93.2 |