CHAPEL HILLS DRIVE over PINE CREEK
Map
Coordinates:
+38.97083, -104.7855038°58'15" N, 104°47'08" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | CHAPEL HILLS DRIVE over PINE CREEK |
| Structure number: | CSG-I.16-17.74 |
| Location: | .3 MI N OF BRIARGATE PWY |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 54.1 ft. [16.5 m] |
| Roadway width between curbs: | 54.1 ft. [16.5 m] |
| Deck width edge-to-edge: | 84.6 ft. [25.8 m] |
| Skew angle: | 20° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2002 |
| 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: | Box beam or girders - Multiple [05] |
| 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: | 7,202 [as of 2006] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 73.7 tons [67.0 metric tons] |
| Inventory rating: | 44.1 tons [40.1 metric tons] |
| Sufficiency rating: | 80.2 |