TOWNSHIP RD 611 over INDIAN CAMP RUN(COVERED)
Map
Coordinates:
+40.11333, -81.6500040°06'48" N, 81°39'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | TOWNSHIP RD 611 over INDIAN CAMP RUN(COVERED) |
| Structure number: | 3030474 |
| Location: | 200FT E OF STATE HWY 658 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 36.1 ft. [11.0 m] |
| Roadway width between curbs: | 12.1 ft. [3.7 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Vertical clearance above deck: | 9.8 ft. [3.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1855 |
| Year reconstructed: | 1998 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Main span material: | Wood or timber [7] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1951] |
| Deck condition: | Good [7 out of 9] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 7.9 tons [7.2 metric tons] |
| Inventory rating: | 5.9 tons [5.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 29.3 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1951] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 7.9 tons [7.2 metric tons] |
| Inventory rating: | 5.9 tons [5.4 metric tons] |
| Sufficiency rating: | 29.3 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1988] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | 7.9 tons [7.2 metric tons] |
| Inventory rating: | 5.9 tons [5.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 29.3 |