MIC Off Ramp over MIA Interchange
Map
Coordinates:
+25.79389, -80.2636125°47'38" N, 80°15'49" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | MIC Off Ramp over MIA Interchange |
| Structure number: | 874640 |
| Location: | MIA Interchange |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 230.0 ft. [70.1 m] |
| Total length: | 968.2 ft. [295.1 m] |
| Roadway width between curbs: | 26.9 ft. [8.2 m] |
| Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
| Vertical clearance below bridge: | 19.0 ft. [5.8 m] |
| Owner: | State Toll Authority [31] |
| Year built: | 2007 |
| 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: | 5 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Box Beam or girders - Single or Spread [06] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | New structure not yet open to traffic [G] |
| Average daily traffic: | 10,300 [as of 2005] |
| Truck traffic: | 6% 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: | 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 assessed or calculated scour condition. [5] |
| Operating rating: | 62.0 tons [56.4 metric tons] |
| Inventory rating: | 37.4 tons [34.0 metric tons] |
| Sufficiency rating: | 93.0 |