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RTE 907V over KAPPOCK STREET

Map

Coordinates:
+40.88049, -73.91832
40°52'50" N, 73°55'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907V over KAPPOCK STREET
Structure number:000000002229440
Location:.2 MI NE H.HUDSON BR+9A
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:55.1 ft. [16.8 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:63,780 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:84.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,015,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairVery GoodSatisfactorySatisfactory6378084.9
July 2015FairVery GoodSatisfactorySatisfactory6091886.9
July 2013FairSatisfactorySatisfactorySatisfactory6127786.9
July 2011FairSatisfactorySatisfactorySatisfactory5920086.9
August 2009FairSatisfactorySatisfactorySatisfactory6347186.9
October 2007FairSatisfactorySatisfactoryGood6347186.9
September 2005Good-GoodGood6347186.9
September 2003Good-GoodGood6347186.9
September 2001Good-GoodGood5009686.4
September 1999GoodGoodGoodGood5009685.4
February 1998Fair-FairFair5009671.1
January 1996Poor-PoorPoor2346359.0
January 1994Poor-PoorPoor2346360.0
January 1992PoorPoorPoorPoor2346357.0
January 1990Poor-FairPoor2346350.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.32410022400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.27510017500
Deck
Reinforced Concrete Slabsq. ft.5,1152,5002,590250
Wearing Surfacessq. ft.2,9701,0001,97000