MASON STREET over UPRR
Map
Coordinates:
+41.24472, -95.9422441°14'41" N, 95°56'32" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MASON STREET over UPRR |
| Structure number: | U1825Q2005 |
| Location: | OMAHA MASON @ 16TH |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 289.1 ft. [88.1 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
| Vertical clearance below bridge: | 30.8 ft. [9.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1998 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| 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: | 2,500 [as of 2003] |
| Truck traffic: | 10% 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 76.2 tons [69.3 metric tons] |
| Inventory rating: | 46.5 tons [42.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 89.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,500 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 90.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $867,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,500 [as of 1990] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 27.3 tons [24.8 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 72.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $159,000 |