10TH ST/FAU 5103 over BNSF/UPRR/5044 074-686-T
Map
Coordinates:
+41.25278, -95.9292841°15'10" N, 95°55'45" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 10TH ST/FAU 5103 over BNSF/UPRR/5044 074-686-T |
| Structure number: | U1825Q5505 |
| Location: | OMAHA 10TH @ LEAVENWORTH |
| Purpose: | Carries highway and pedestrian walkway over highway and railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 134.8 ft. [41.1 m] |
| Total length: | 1321.9 ft. [402.9 m] |
| Roadway width between curbs: | 53.2 ft. [16.2 m] |
| Deck width edge-to-edge: | 73.8 ft. [22.5 m] |
| Vertical clearance below bridge: | 21.7 ft. [6.6 m] |
| Skew angle: | 17° |
| Owner: | Railroad [27] |
| Year built: | 2000 |
| 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: | 13 |
| Main spans material: | Steel [3] |
| 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: | 4,800 [as of 2006] |
| Deck condition: | Satisfactory [6 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: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 85.5 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 8,400 [as of 1998] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 21.8 tons [19.8 metric tons] |
| Inventory rating: | 6.9 tons [6.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 29.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,930,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 8,700 [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: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 18.4 tons [16.7 metric tons] |
| Inventory rating: | 7.5 tons [6.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 31.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $7,531,000 |