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WOODHAVEN ROAD EB over POQUESSING CREEK

Map 

Coordinates:
+40.07709, -74.96478
40°04'38" N, 74°57'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WOODHAVEN ROAD EB over POQUESSING CREEK
Structure number:000000000038419
Old structure number:670063006219060 (from 1992 edition)
Location:NEAR ROUTE 13 3373F08
Purpose:Carries highway 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
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:34,471 [as of 2014]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:95.7 tons [87.0 metric tons]
Inventory rating:36.9 tons [33.5 metric tons]
Sufficiency rating:87.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201487.1Not deficientGoodSatisfactoryFair34471
January 201287.1Not deficientGoodSatisfactoryFair34836
February 201087.1Not deficientGoodSatisfactoryFair34927
February 200887.1Not deficientGoodSatisfactoryFair34927
March 200687.1Not deficientSatisfactorySatisfactoryFair34911
February 200482.3Not deficientFairSatisfactoryFair34088
February 200282.4Not deficientFairSatisfactoryFair32862
August 199981.5Not deficientFairSatisfactoryFair31614
September 199784.0Not deficientGoodSatisfactoryFair27983