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HUGUENOT AVENUE over RTE 909C, RTE 909C

Map

Coordinates:
+40.53488, -74.19329
40°32'06" N, 74°11'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HUGUENOT AVENUE over RTE 909C, RTE 909C
Structure number:000000001067530
Location:2 MI E JCT SH440 & WS EXP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:183.1 ft. [55.8 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
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]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,795 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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: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:77.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,227,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairGoodFair779577.5
January 2016FairFairGoodFair798377.5
January 2014FairFairGoodFair1370082.2
January 2012FairFairGoodFair1370062.9
January 2010FairFairGoodFair1370062.9
January 2008FairFairVery GoodVery Good1142974.3
January 2006FairFairVery GoodVery Good1370074.1
February 2004FairFairVery GoodVery Good1370075.1
February 2002GoodGoodGoodVery Good1370076.1
April 2000GoodGoodGoodGood1370075.9
June 1998FairSatisfactorySatisfactorySatisfactory1228995.4
May 1996PoorFairFairPoor2136644.0
June 1994PoorFairSatisfactoryPoor390052.2
May 1992PoorFairSatisfactoryPoor390052.2
March 1990PoorFairPoorPoor390052.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,7901,789010
Steel Protective Coatingsq. ft.15,8887,1508,73800
Deck
Reinforced Concrete Decksq. ft.13,06712,51705500
Wearing Surfacessq. ft.8,9507,1041,786600
Substructure
Reinforced Concrete Columneach52030
Reinforced Concrete Abutmentlinear ft.146146000
Reinforced Concrete Pier Caplinear ft.730352414
Joints
Compression Jointlinear ft.219002190
Bearings
Movable Bearingeach20100100
Steel Protective Coatingsq. ft.80060200
Fixed Bearingeach2002000
Steel Protective Coatingsq. ft.8008000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.358358000
Steel Protective Coatingsq. ft.1,2532516263760