CIRCLE DR WB over RDWY,UP RR,BNSF RR,DITC
Map
Coordinates:
+38.79775, -104.7851438°47'52" N, 104°47'07" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | CIRCLE DR WB over RDWY,UP RR,BNSF RR,DITC |
| Structure number: | CSG-I.71-06.10W |
| Location: | 0.7 MI NE OF JCT I25 |
| Purpose: | Carries highway over highway, waterway, and railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 62.3 ft. [19.0 m] |
| Total length: | 484.9 ft. [147.8 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Vertical clearance below bridge: | 20.7 ft. [6.3 m] |
| Skew angle: | 15° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1963 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 9 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,757 [as of 2009] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 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: | 53.0 tons [48.2 metric tons] |
| Inventory rating: | 31.8 tons [28.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 44.9 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $902,000 |