WB 6TH AVE over SEMINOLE ROAD
Map
Coordinates:
+39.72575, -105.0057739°43'33" N, 105°00'21" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WB 6TH AVE over SEMINOLE ROAD |
| Structure number: | D-03-V-170 |
| Location: | .3 MI E OF I25 |
| Purpose: | Carries highway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 76.8 ft. [23.4 m] |
| Total length: | 81.4 ft. [24.8 m] |
| Roadway width between curbs: | 35.4 ft. [10.8 m] |
| Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
| Vertical clearance below bridge: | 21.3 ft. [6.5 m] |
| Skew angle: | 26° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1958 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span 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: | 27,920 [as of 2009] |
| Truck traffic: | 5% 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: | 70.8 tons [64.4 metric tons] |
| Inventory rating: | 42.5 tons [38.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $592,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,698 [as of 1998] |
| Truck traffic: | 5% 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: | 70.3 tons [63.9 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 71.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $781,000 |