I 35W over E 60 ST (MSAS 271)
Map
Coordinates:
+44.89417, -93.2747244°53'39" N, 93°16'29" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | I 35W over E 60 ST (MSAS 271) |
| Structure number: | 27V81 |
| Location: | 0.2 MI N OF E JCT 62& 35W |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 91.2 ft. [27.8 m] |
| Total length: | 95.5 ft. [29.1 m] |
| Roadway width between curbs: | 157.5 ft. [48.0 m] |
| Deck width edge-to-edge: | 164.1 ft. [50.0 m] |
| Skew angle: | 2° |
| Owner: | State Highway Agency [01] |
| Year built: | 2008 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | New structure not yet open to traffic [G] |
| Average daily traffic: | 85,000 [as of 2004] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 69.9 tons [63.5 metric tons] |
| Inventory rating: | 44.9 tons [40.8 metric tons] |
| Sufficiency rating: | 88.0 |