US275/N92 over BNSF RR 074-715-B
Map
Coordinates:
+41.21251, -95.9694141°12'45" N, 95°58'10" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US275/N92 over BNSF RR 074-715-B |
| Structure number: | S275 18809 |
| Location: | 36TH & L STREET OMAHA |
| Purpose: | Carries highway over railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 67.9 ft. [20.7 m] |
| Total length: | 631.9 ft. [192.6 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 54.5 ft. [16.6 m] |
| Vertical clearance below bridge: | 23.3 ft. [7.1 m] |
| Skew angle: | 11° |
| Owner: | State Highway Agency [01] |
| Year built: | 1939 |
| Year reconstructed: | 1977 |
| 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: | 10 |
| Main spans material: | Steel [3] |
| Main spans design: | Girder and floorbeam system [03] |
| Deck type: | Other [9] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,665 [as of 2008] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 32.7 tons [29.7 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Sufficiency rating: | 57.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,905,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25,625 [as of 1998] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 25.7 tons [23.4 metric tons] |
| Inventory rating: | 14.9 tons [13.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 46.8 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $1,905,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30,800 [as of 1990] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Sufficiency rating: | 55.1 |