CORPORATE DRIVE over COTTONWOOD CREEK
Map
Coordinates:
+38.92725, -104.8141038°55'38" N, 104°48'51" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CORPORATE DRIVE over COTTONWOOD CREEK |
| Structure number: | CSG-G.94-15.11 |
| Location: | 0.8 MI S OF WOODMEN ROAD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 124.3 ft. [37.9 m] |
| Total length: | 131.9 ft. [40.2 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
| Skew angle: | 25° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1985 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,494 [as of 2004] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | 71.2 tons [64.7 metric tons] |
| Inventory rating: | 42.7 tons [38.8 metric tons] |
| Sufficiency rating: | 97.7 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,358 [as of 1998] |
| Truck traffic: | 2% 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] |
| 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: | 70.3 tons [63.9 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Sufficiency rating: | 78.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 40 [as of 1986] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 70.3 tons [63.9 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Sufficiency rating: | 94.7 |