MILLRUN RD over UNNAMED DITCH
Map
Coordinates:
+40.65667, -82.5766740°39'24" N, 82°34'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MILLRUN RD over UNNAMED DITCH |
| Structure number: | 7031246 |
| Location: | 1 MI N OF KINGSCORNERS |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 17.1 ft. [5.2 m] |
| Total length: | 38.1 ft. [11.6 m] |
| Roadway width between curbs: | 24.3 ft. [7.4 m] |
| Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
| Skew angle: | 50° |
| Owner: | County Highway Agency [02] |
| Year built: | 1941 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 182 [as of 1991] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 27.7 tons [25.2 metric tons] |
| Sufficiency rating: | 72.1 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 182 [as of 1991] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 27.7 tons [25.2 metric tons] |
| Sufficiency rating: | 71.1 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 182 [as of 1991] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 28.7 tons [26.1 metric tons] |
| Inventory rating: | 27.7 tons [25.2 metric tons] |
| Sufficiency rating: | 83.6 |