4TH STREET over ALLEGHENY RIVER
Map
Coordinates:
+41.77634, -78.0185241°46'35" N, 78°01'07" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 4TH STREET over ALLEGHENY RIVER |
| Structure number: | 527402041800050 |
| Location: | 0.1 MI FROM RT#44 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 62.0 ft. [18.9 m] |
| Roadway width between curbs: | 12.1 ft. [3.7 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1910 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 300 [as of 1991] |
| Deck condition: | Fair [5 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: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 18.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,000 |
2000 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 300 [as of 1991] |
| Deck condition: | Fair [5 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: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 18.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $619,000 |
1992 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 300 [as of 1991] |
| Deck condition: | Imminent Failure [1 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] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 16.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $380,000 |