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HR 6 AND HR 11 over LOWER LEVEL

Map

Coordinates:
+40.84907, -73.94136
40°50'57" N, 73°56'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HR 6 AND HR 11 over LOWER LEVEL
Structure number:000000005522510
Location:SE JCT 95I & RTE 9A
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:53.8 ft. [16.4 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:23°
Owner:Local Toll Authority [32]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:78.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,448,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryFair-78.0
July 2015FairSatisfactorySatisfactoryFair-77.0
July 2013FairSatisfactorySatisfactoryFair1312676.2
July 2011FairSatisfactorySatisfactoryFair1312682.3
July 2009FairSatisfactorySatisfactoryFair1312682.3
July 2007FairSatisfactorySatisfactoryFair1312682.3
July 2005FairSatisfactorySatisfactoryFair1312682.3
August 2003FairSatisfactorySatisfactoryFair1312682.3
September 2001FairSatisfactorySatisfactoryFair1312682.3
August 1999FairSatisfactoryGoodGood1312693.4
September 1997FairSatisfactoryGoodFair327782.8
September 1995PoorFairSatisfactoryPoor2300063.2
November 1993FairFairFairFair2300077.8
July 1991PoorFairFairPoor2300064.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4324210110
Steel Protective Coatingsq. ft.4,24704,1239034
Deck
Reinforced Concrete Decksq. ft.3,7803,73018320
Wearing Surfacessq. ft.3,0243,023100
Substructure
Reinforced Concrete Abutmentlinear ft.1400116240
Joints
Other Jointlinear ft.1400013010
Bearings
Movable Bearingeach80080
Steel Protective Coatingsq. ft.3200032
Fixed Bearingeach81070
Steel Protective Coatingsq. ft.3240028
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5454000
Steel Protective Coatingsq. ft.378378000
Reinforced Concrete Bridge Raillinear ft.5454000
Masonry Bridge Raillinear ft.5454000