I25 SBND RAMP over MARK DABLING BLVD/UPRR
Map
Coordinates:
+38.91089, -104.8236738°54'39" N, 104°49'25" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | I25 SBND RAMP over MARK DABLING BLVD/UPRR |
| Structure number: | I-17-NG |
| Location: | IN COLORADO SPGS |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 125.7 ft. [38.3 m] |
| Total length: | 445.6 ft. [135.8 m] |
| Roadway width between curbs: | 38.7 ft. [11.8 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Vertical clearance below bridge: | 17.4 ft. [5.3 m] |
| Skew angle: | 58° |
| Owner: | State Highway Agency [01] |
| Year built: | 2008 |
| 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: | 4 |
| Main spans material: | Prestressed concrete continuous [6] |
| 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: | Open, no restriction [A] |
| Average daily traffic: | 94,300 [as of 2005] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 93.4 tons [84.9 metric tons] |
| Inventory rating: | 93.4 tons [84.9 metric tons] |
| Sufficiency rating: | 89.2 |