FAI 74 & 280 EB over MOSQUITO CREEK
Map
Coordinates:
+41.46294, -90.3904941°27'47" N, 90°23'26" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAI 74 & 280 EB over MOSQUITO CREEK |
| Structure number: | 000037000108397 |
| Location: | 3.8 MI W JCT FAI 80 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 38.1 ft. [11.6 m] |
| Total length: | 103.0 ft. [31.4 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1961 |
| Year reconstructed: | 1985 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| 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: | 7,750 [as of 2007] |
| Truck traffic: | 27% of total traffic |
| Deck condition: | Good [7 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 98.0 tons [89.1 metric tons] |
| Inventory rating: | 59.4 tons [54.0 metric tons] |
| Sufficiency rating: | 86.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,600 [as of 1999] |
| Truck traffic: | 29% of total traffic |
| Deck condition: | Good [7 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 84.2 tons [76.5 metric tons] |
| Inventory rating: | 50.5 tons [45.9 metric tons] |
| Sufficiency rating: | 86.9 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,850 [as of 1991] |
| Truck traffic: | 24% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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: | 84.2 tons [76.5 metric tons] |
| Inventory rating: | 50.5 tons [45.9 metric tons] |
| Sufficiency rating: | 88.3 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $208,000 |