FRANKLIN (CSAH 5) over W RIVER RD & MISS RIV
Map
Coordinates:
+44.96439, -93.2218144°57'52" N, 93°13'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FRANKLIN (CSAH 5) over W RIVER RD & MISS RIV |
| Structure number: | 2441 |
| Location: | 0.5 MI E OF JCT CSAH 48 |
| Purpose: | Carries highway and pedestrian walkway over highway and waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 435.1 ft. [132.6 m] |
| Total length: | 1054.5 ft. [321.4 m] |
| Roadway width between curbs: | 49.9 ft. [15.2 m] |
| Deck width edge-to-edge: | 66.3 ft. [20.2 m] |
| Vertical clearance below bridge: | 87.9 ft. [26.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1923 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,500 [as of 2005] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 65.9 tons [59.9 metric tons] |
| Inventory rating: | 39.5 tons [35.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 50.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,600 [as of 1996] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 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: | In place and functioning [2] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,600 [as of 1990] |
| Truck traffic: | 1% 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 78.3 |