F ST/FAU 5028 over BIG PAPILLION CREEK
Map
Coordinates:
+41.21973, -96.0383941°13'11" N, 96°02'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | F ST/FAU 5028 over BIG PAPILLION CREEK |
| Structure number: | U182532605 |
| Location: | F @ 80TH ST |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 243.1 ft. [74.1 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Skew angle: | 21° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1974 |
| Year reconstructed: | 1982 |
| 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: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,300 [as of 2006] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 74.2 tons [67.5 metric tons] |
| Inventory rating: | 44.6 tons [40.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 65.8 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $450,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,600 [as of 1998] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 78.3 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,200 [as of 1990] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 61.4 tons [55.8 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 79.3 |