BDWY/LINCOLN/EB6TH over SB SPEER BLVD
Map
Coordinates:
+39.72564, -104.9859939°43'32" N, 104°59'10" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | BDWY/LINCOLN/EB6TH over SB SPEER BLVD |
| Structure number: | D-01-CC-185 |
| Location: | SPEER UNDER BDWY/6TH AVE |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 59.1 ft. [18.0 m] |
| Total length: | 67.3 ft. [20.5 m] |
| Roadway width between curbs: | 183.1 ft. [55.8 m] |
| Deck width edge-to-edge: | 710.0 ft. [216.4 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 99° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1995 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Frame [07] |
| 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: | 80,014 [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: | 89.8 tons [81.6 metric tons] |
| Inventory rating: | 89.8 tons [81.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 66.7 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 62,286 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 69.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $2,292,000 |