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HR7 WB FROM 907V over HR2 & 4, PEDESTRIAN WALK

Map

Coordinates:
+40.84814, -73.94289
40°50'53" N, 73°56'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HR7 WB FROM 907V over HR2 & 4, PEDESTRIAN WALK
Structure number:000000005522530
Location:500 FT S OF GEO WASHTN BR
Purpose:Carries highway and pedestrian walkway over pedestrian/bicycle trail
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:67.9 ft. [20.7 m]
Total length:482.0 ft. [146.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Owner:Local Toll Authority [32]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:8
Main spans material:Prestressed concrete [5]
Main spans 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: May 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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:81.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,572,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactoryFair-81.0
May 2015FairSatisfactorySatisfactoryFair-81.0
May 2013FairFairSatisfactoryFair3219866.6
May 2011FairFairSatisfactoryFair3219866.6
June 2009FairSatisfactorySatisfactorySatisfactory3219879.1
May 2007FairSatisfactorySatisfactorySatisfactory3219879.1
June 2005FairSatisfactorySatisfactorySatisfactory3219879.1
July 2003FairSatisfactorySatisfactorySatisfactory3219878.1
August 2001FairSatisfactorySatisfactorySatisfactory3219878.1
September 1999FairSatisfactorySatisfactorySatisfactory3219878.1
September 1997FairSatisfactorySatisfactorySatisfactory2538878.5
September 1995PoorPoorFairPoor2538846.5
September 1993PoorSatisfactoryPoorFair1800048.7
July 1991PoorSatisfactoryFairPoor1800051.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,3102,00230350
Deck
Reinforced Concrete Decksq. ft.15,49415,1082631230
Wearing Surfacessq. ft.13,297013,280170
Superstructure
Reinforced Concrete Floor Beamlinear ft.375218551020
Substructure
Reinforced Concrete Columneach136070
Reinforced Concrete Abutmentlinear ft.3433100
Reinforced Concrete Pile Cap/Footinglinear ft.22000
Joints
Strip Seal Jointlinear ft.2660170960
Bearings
Elastomeric Bearingeach10010
Movable Bearingeach1411210
Steel Protective Coatingsq. ft.28141301
Fixed Bearingeach1412200
Steel Protective Coatingsq. ft.28121600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.93015078000
Steel Protective Coatingsq. ft.3,2551053,15000
Reinforced Concrete Bridge Raillinear ft.96018078000