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WADSWORTH AVE over RTE I95

Map

Coordinates:
+40.84828, -73.93611
40°50'54" N, 73°56'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WADSWORTH AVE over RTE I95
Structure number:000000005522600
Location:0.10MI E OF 95I & US 9
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:86.9 ft. [26.5 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:Local Toll Authority [32]
Year built:1959
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,350 [as of 2010]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:80.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$12,072,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryFair535080.0
August 2015FairSatisfactorySatisfactoryFair550181.7
August 2013FairSatisfactorySatisfactoryFair150082.9
August 2011FairSatisfactoryFairFair150082.9
August 2009FairSatisfactoryFairFair150081.1
July 2007FairSatisfactoryFairFair150081.1
July 2005FairSatisfactoryFairFair150081.1
June 2003FairSatisfactoryFairFair150081.1
August 2001FairSatisfactoryFairFair150080.9
August 1999FairSatisfactoryFairFair150080.9
August 1997FairSatisfactorySatisfactoryFair150082.9
August 1995PoorFairFairPoor150065.8
August 1993PoorFairFairPoor150065.8
July 1991PoorFairFairPoor150048.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,21801,173450
Deck
Reinforced Concrete Decksq. ft.15,160015,16000
Wearing Surfacessq. ft.7,96007,2507100
Concrete Protective Coatingsq. ft.1,08401,08400
Substructure
Reinforced Concrete Columneach70700
Reinforced Concrete Abutmentlinear ft.2000183170
Reinforced Concrete Pier Caplinear ft.8008000
Joints
Strip Seal Jointlinear ft.240023550
Bearings
Movable Bearingeach1401220
Steel Protective Coatingsq. ft.28014140
Fixed Bearingeach1401400
Steel Protective Coatingsq. ft.2802800