COUNTY ROUTE 25/8 over POND CREEK
Map
Coordinates:
+39.05925, -81.6224139°03'33" N, 81°37'21" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | COUNTY ROUTE 25/8 over POND CREEK |
| Structure number: | 00000000054A072 |
| Location: | 0.07 MILE EAST OF CR 25 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 37.1 ft. [11.3 m] |
| Total length: | 38.1 ft. [11.6 m] |
| Roadway width between curbs: | 12.5 ft. [3.8 m] |
| Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1905 |
| Year reconstructed: | 1984 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 10 [as of 2007] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Satisfactory [6 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 27.7 tons [25.2 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Sufficiency rating: | 59.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $40,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 1995] |
| Deck condition: | Satisfactory [6 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 27.7 tons [25.2 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Sufficiency rating: | 60.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $140,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 1989] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Very Good [8 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: | 22.8 tons [20.7 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Sufficiency rating: | 24.0 |