I25 ML over CHEYENNE CREEK
Map
Coordinates:
+38.81389, -104.8216738°48'50" N, 104°49'18" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | I25 ML over CHEYENNE CREEK |
| Structure number: | I-17-MH |
| Location: | IN COLORADO SPRINGS |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 39.0 ft. [11.9 m] |
| Total length: | 43.0 ft. [13.1 m] |
| Roadway width between curbs: | 39.4 ft. [12.0 m] |
| Deck width edge-to-edge: | 55.8 ft. [17.0 m] |
| Skew angle: | 8° |
| Owner: | State Highway Agency [01] |
| Year built: | 2003 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| 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: | 42,350 [as of 2007] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 93.4 tons [84.9 metric tons] |
| Inventory rating: | 55.0 tons [50.0 metric tons] |
| Sufficiency rating: | 81.0 |