16TH ST/FAU 5095 over UP/BNSF RR 816-755-B
Map
Coordinates:
+41.24814, -95.9372541°14'53" N, 95°56'14" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 16TH ST/FAU 5095 over UP/BNSF RR 816-755-B |
| Structure number: | U1825J5505 |
| Location: | OMAHA 16TH @ MASON |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 128.0 ft. [39.0 m] |
| Total length: | 1253.0 ft. [381.9 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 38.7 ft. [11.8 m] |
| Vertical clearance below bridge: | 23.3 ft. [7.1 m] |
| Skew angle: | 50° |
| Owner: | Railroad [27] |
| 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: | 10 |
| 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 2006] |
| 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: | 82.2 tons [74.7 metric tons] |
| Inventory rating: | 49.5 tons [45.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 89.5 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,200 [as of 1998] |
| 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: | 78.5 |
| Estimated cost of work: | $4,313,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 5,700 [as of 1990] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 26.6 tons [24.2 metric tons] |
| Inventory rating: | 13.6 tons [12.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 37.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,425,000 |