CSAH 31(XERXES AV) over MINNEHAHA CREEK
Map
Coordinates:
+44.90536, -93.3187944°54'19" N, 93°19'08" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CSAH 31(XERXES AV) over MINNEHAHA CREEK |
| Structure number: | 90489 |
| Location: | 0.5 MI S OF JCT CSAH 21 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 25.6 ft. [7.8 m] |
| Total length: | 29.5 ft. [9.0 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 54.5 ft. [16.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1916 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| 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: | 9,384 [as of 2008] |
| Superstructure condition: | Good [7 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 32.3 tons [29.4 metric tons] |
| Inventory rating: | 21.6 tons [19.6 metric tons] |
| Sufficiency rating: | 67.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,900 [as of 1995] |
| Truck traffic: | 10% of total traffic |
| Superstructure condition: | Good [7 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 32.1 tons [29.2 metric tons] |
| Inventory rating: | 21.3 tons [19.4 metric tons] |
| Sufficiency rating: | 68.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,850 [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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 31.7 tons [28.8 metric tons] |
| Inventory rating: | 20.8 tons [18.9 metric tons] |
| Sufficiency rating: | 77.0 |