SR3003 over CONEMAUGH RIVER
Map
Coordinates:
+40.45463, -79.3905440°27'17" N, 79°23'26" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR3003 over CONEMAUGH RIVER |
| Structure number: | 323003001000000 |
| Location: | TUNNELTON |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 396.0 ft. [120.7 m] |
| Total length: | 401.9 ft. [122.5 m] |
| Roadway width between curbs: | 21.7 ft. [6.6 m] |
| Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
| Vertical clearance above deck: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1938 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Closed Grating [4] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 711 [as of 2008] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Critical [2 out of 9] |
| Superstructure condition: | Poor [4 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: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Operating rating: | 25.0 tons [22.7 metric tons] |
| Inventory rating: | 15.0 tons [13.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 5.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,000 |
2000 Inspection
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 827 [as of 2000] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Poor [4 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 52.5 tons [47.7 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 41.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,365,000 |
1992 Inspection
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 1,123 [as of 1992] |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 51.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,151,000 |