I 25 ML NBND over ELLSTON ROAD
Map
Coordinates:
+38.88434, -104.8355838°53'04" N, 104°50'08" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I 25 ML NBND over ELLSTON ROAD |
| Structure number: | I-17-DP |
| Location: | IN COLORADO SPRINGS |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 61.0 ft. [18.6 m] |
| Total length: | 154.9 ft. [47.2 m] |
| Roadway width between curbs: | 43.0 ft. [13.1 m] |
| Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
| Vertical clearance below bridge: | 21.7 ft. [6.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1959 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 52,500 [as of 2007] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 49.0 tons [44.5 metric tons] |
| Inventory rating: | 29.9 tons [27.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 69.7 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $285,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 49,439 [as of 1997] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 29.7 tons [27.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 63.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $327,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 28,800 [as of 1988] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 42.6 tons [38.7 metric tons] |
| Inventory rating: | 32.7 tons [29.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.5 |