COUNTY ROAD 203 over MUSKINGUM RIVER
Map
Coordinates:
+39.64833, -81.8583339°38'54" N, 81°51'30" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | COUNTY ROAD 203 over MUSKINGUM RIVER |
| Structure number: | 5835712 |
| Location: | MCCONNELSVILLE VILLAGE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 203.1 ft. [61.9 m] |
| Total length: | 566.0 ft. [172.5 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
| Vertical clearance above deck: | 13.1 ft. [4.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1914 |
| Year reconstructed: | 1991 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 2,900 [as of 1988] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 3.0 tons [2.7 metric tons] |
| Inventory rating: | 3.0 tons [2.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 4.0 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 2,900 [as of 1988] |
| Deck condition: | Excellent [9 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] |
| Pier/abutment protection: | None present but re-evaluation suggested [5] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 3.0 tons [2.7 metric tons] |
| Inventory rating: | 2.0 tons [1.8 metric tons] |
| Sufficiency rating: | 5.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $250,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 3,500 [as of 1979] |
| Deck condition: | Satisfactory [6 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 5.9 tons [5.4 metric tons] |
| Inventory rating: | 5.0 tons [4.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 22.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $250,000 |