MANNASOTA AVENUE over HERRING RUN
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MANNASOTA AVENUE over HERRING RUN |
| Structure number: | 200000BC4502010 |
| Location: | 0.6 MI W ERDMAN AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 51.8 ft. [15.8 m] |
| Total length: | 56.1 ft. [17.1 m] |
| Roadway width between curbs: | 30.2 ft. [9.2 m] |
| Deck width edge-to-edge: | 48.6 ft. [14.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1928 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,640 [as of 2007] |
| Truck traffic: | 5% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 90.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $60,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,200 [as of 1994] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Inventory rating: | 84.2 tons [76.5 metric tons] |
| Sufficiency rating: | 90.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $21,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,127 [as of 1988] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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 not over waterway. [N] |
| Inventory rating: | 84.2 tons [76.5 metric tons] |
| Sufficiency rating: | 94.3 |