S TOLL 43,RP,MF341 over SR0051,PETERS CK,W&LE RR
Map
Coordinates:
+40.29167, -79.9180640°17'30" N, 79°55'05" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | S TOLL 43,RP,MF341 over SR0051,PETERS CK,W&LE RR |
| Structure number: | 027043990052870 |
| Location: | RAMP W OVER SR0051 |
| Purpose: | Carries highway over highway, waterway, and railroad |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 194.9 ft. [59.4 m] |
| Total length: | 1368.2 ft. [417.0 m] |
| Roadway width between curbs: | 30.8 ft. [9.4 m] |
| Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
| Vertical clearance below bridge: | 82.0 ft. [25.0 m] |
| Skew angle: | 10° |
| Owner: | State Toll Authority [31] |
| Year built: | 2002 |
| 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: | 8 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| 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: | 3,777 [as of 2008] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 74.8 tons [68.0 metric tons] |
| Inventory rating: | 44.9 tons [40.8 metric tons] |
| Sufficiency rating: | 100.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |