WB-I80 OFF RAMP over BIG PAPILLION CR/82AV&ST
Map
Coordinates:
+41.22419, -96.0391441°13'27" N, 96°02'21" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WB-I80 OFF RAMP over BIG PAPILLION CR/82AV&ST |
| Structure number: | S080 44846A |
| Location: | I80 @ BIG PAPILLION CR |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 118.1 ft. [36.0 m] |
| Total length: | 344.2 ft. [104.9 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
| Vertical clearance below bridge: | 13.8 ft. [4.2 m] |
| Skew angle: | 33° |
| Owner: | State Highway Agency [01] |
| Year built: | 1988 |
| 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: | 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: | 2,000 [as of 2003] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| 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: | 67.3 tons [61.2 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 90.8 |
2000 Inspection
| Average daily traffic: | 3,000 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,000 [as of 1990] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| 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: | 90.8 |