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JESUP AVENUE over RTE I95, RTE 95I

Map

Coordinates:
+40.84501, -73.91841
40°50'42" N, 73°55'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JESUP AVENUE over RTE I95, RTE 95I
Structure number:000000001066240
Location:.4 MI E I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:119.8 ft. [36.5 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:45.9 ft. [14.0 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:74.5
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$615,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016PoorPoorSatisfactorySatisfactory-74.5
July 2014PoorPoorSatisfactorySatisfactory281071.8
August 2012PoorPoorSatisfactorySatisfactory281071.8
September 2010PoorPoorSatisfactorySatisfactory281071.8
September 2008PoorPoorSatisfactorySatisfactory281071.8
October 2006PoorPoorFairSatisfactory281060.8
November 2004PoorPoorFairSatisfactory281060.8
October 2002PoorPoorFairSatisfactory281060.8
November 2000PoorPoorFairSatisfactory281062.0
October 1998FairFairSatisfactorySatisfactory281075.1
October 1997PoorPoorFairFair281062.0
October 1996PoorPoorPoorPoor281047.6
September 1995PoorPoorPoorPoor130054.3
December 1994PoorPoorPoorPoor130054.3
November 1992PoorPoorPoorPoor130054.3
November 1990PoorPoorPoorFair130054.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.696696000
Steel Girder/Beamlinear ft.1,0981,0780200
Steel Protective Coatingsq. ft.20,86217,7333,12900
Deck
Reinforced Concrete Decksq. ft.13,4917,6071,9863,8980
Wearing Surfacessq. ft.9,4088,63377500
Substructure
Reinforced Concrete Pier Walllinear ft.1447255170
Reinforced Concrete Abutmentlinear ft.146747200
Joints
Compression Jointlinear ft.2882097270
Other Jointlinear ft.3300330
Bearings
Elastomeric Bearingeach1818000
Steel Protective Coatingsq. ft.48341400
Movable Bearingeach1816020
Steel Protective Coatingsq. ft.48182460
Fixed Bearingeach1816020
Steel Protective Coatingsq. ft.48242103
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.343343000
Steel Protective Coatingsq. ft.1,3731,3215200