WOODHAVEN ROAD WB over POQUESSING CREEK
Map
Coordinates:
+40.07704, -74.9644940°04'37" N, 74°57'52" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WOODHAVEN ROAD WB over POQUESSING CREEK |
| Structure number: | 670063006319560 |
| Location: | NEAR ROUTE 13 20F02 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 57.1 ft. [17.4 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 69.6 ft. [21.2 m] |
| Deck width edge-to-edge: | 75.1 ft. [22.9 m] |
| Skew angle: | 25° |
| Owner: | State Highway Agency [01] |
| Year built: | 1964 |
| 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: | Prestressed concrete [5] |
| Main span 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: | 31,014 [as of 2009] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 95.8 tons [87.1 metric tons] |
| Inventory rating: | 37.0 tons [33.6 metric tons] |
| Sufficiency rating: | 98.6 |
| Estimated cost of work: | $1,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 31,687 [as of 2000] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 92.1 tons [83.7 metric tons] |
| Inventory rating: | 46.5 tons [42.3 metric tons] |
| Sufficiency rating: | 84.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $800,000 |