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RTE 6 over NEVERSINK RIVER

Map

Coordinates:
+41.36125, -74.68519
41°21'40" N, 74°41'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 6 over NEVERSINK RIVER
Structure number:000000002003050
Location:JCT US6 & NEVERSINK RIVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:133.9 ft. [40.8 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Vertical clearance above deck:13.5 ft. [4.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1929
Year reconstructed:1978
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:16,836 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:20.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,748,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018PoorFairPoorPoor1683620.4
December 2017PoorSatisfactoryPoorFair1684022.1
November 2016FairSatisfactoryFairFair1692743.9
December 2015FairSatisfactoryFairFair1676148.9
December 2014FairSatisfactoryFairFair1676145.8
November 2013FairSatisfactoryFairFair1790945.3
December 2012FairSatisfactoryFairFair1870047.5
December 2011FairSatisfactoryFairFair1870050.8
November 2010PoorGoodPoorGood1823414.7
October 2009PoorGoodPoorGood1867214.7
October 2008PoorGoodPoorGood1867214.7
August 2006FairVery GoodFairSatisfactory1877234.7
August 2004FairGoodFairSatisfactory1823434.9
August 2002FairGoodFairSatisfactory1823447.8
October 2000FairGoodFairSatisfactory1823445.8
September 1998FairGoodFairSatisfactory1823445.8
August 1996PoorSatisfactoryPoorPoor1466234.2
October 1994PoorSatisfactoryPoorFair1536734.1
December 1992PoorSatisfactoryPoorFair1536731.5
October 1990PoorSatisfactoryPoorFair1536731.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,36001,315405
Steel Protective Coatingsq. ft.6,80005,6001,000200
Deck
Reinforced Concrete Decksq. ft.4,48503,9855000
Wearing Surfacessq. ft.4,14003,6405000
Superstructure
Steel Trusslinear ft.2720190802
Steel Protective Coatingsq. ft.4,99003,1901,500300
Steel Floor Beamlinear ft.2240168560
Steel Protective Coatingsq. ft.2,68801,95667260
Steel Gusset Plateeach140680
Steel Protective Coatingsq. ft.22401007549
Substructure
Reinforced Concrete Abutmentlinear ft.1600160
Masonry Abutmentlinear ft.6900690
Joints
Compression Jointlinear ft.80004040
Bearings
Elastomeric Bearingeach20020
Steel Protective Coatingsq. ft.20001010
Fixed Bearingeach20020
Steel Protective Coatingsq. ft.2000020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.408040800
Steel Protective Coatingsq. ft.1,40001,40000