SR 1077 over MON, 0837, 0906, 2 R/R
Map
Coordinates:
+40.16141, -79.8602940°09'41" N, 79°51'37" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 1077 over MON, 0837, 0906, 2 R/R |
| Structure number: | 621077002000000 |
| Location: | DONORA-MONESSEN BRIDGE |
| Purpose: | Carries highway over highway, waterway, and railroad |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 608.0 ft. [185.3 m] |
| Total length: | 2141.2 ft. [652.6 m] |
| Roadway width between curbs: | 75.5 ft. [23.0 m] |
| Deck width edge-to-edge: | 82.0 ft. [25.0 m] |
| Vertical clearance above deck: | 16.4 ft. [5.0 m] |
| Vertical clearance below bridge: | 505.3 ft. [154.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1972 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Truss - Deck [09] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,421 [as of 2007] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 52.9 tons [48.1 metric tons] |
| Inventory rating: | 30.9 tons [28.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 69.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $22,000 |
2000 Inspection
| Average daily traffic: | 7,988 [as of 2000] |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,745 [as of 1992] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 90.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $9,979,000 |