US6 over I680 DIRECTIONAL RAMPS
Map
Coordinates:
+41.25667, -96.0716741°15'24" N, 96°04'18" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | US6 over I680 DIRECTIONAL RAMPS |
| Structure number: | S680 00302A |
| Location: | I680/US6 INTRCHG |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 95.1 ft. [29.0 m] |
| Total length: | 189.0 ft. [57.6 m] |
| Roadway width between curbs: | 161.8 ft. [49.3 m] |
| Deck width edge-to-edge: | 164.7 ft. [50.2 m] |
| Vertical clearance below bridge: | 17.7 ft. [5.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2001 |
| 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: | 2 |
| Main spans material: | Steel [3] |
| 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: | 77,125 [as of 2008] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 88.1 tons [80.1 metric tons] |
| Inventory rating: | 52.5 tons [47.7 metric tons] |
| Sufficiency rating: | 90.6 |