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WOODHAVEN ROAD WB over POQUESSING CREEK

Map 

Coordinates:
+40.07704, -74.96449
40°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