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LAYTON AVENUE over RTE I695, RTE I695

Map

Coordinates:
+40.83441, -73.82309
40°50'04" N, 73°49'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAYTON AVENUE over RTE I695, RTE I695
Structure number:000000001066140
Location:.1 MI SE I95+I295
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.7 ft. [18.5 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,795 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:87.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$12,048,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactoryGoodSatisfactory479587.8
June 2015FairFairGoodSatisfactory473986.8
June 2013FairFairGoodSatisfactory877086.5
June 2011FairFairGoodSatisfactory877086.4
July 2009FairFairGoodSatisfactory126186.8
July 2007FairFairGoodSatisfactory877086.4
July 2005FairFairGoodSatisfactory877086.4
July 2003FairFairGoodSatisfactory877086.4
August 2001FairFairGoodSatisfactory874086.5
September 1999FairFairGoodSatisfactory874088.5
March 1998FairSatisfactoryGoodSatisfactory874089.6
February 1996FairFairFairFair874080.0
February 1994FairFairFairFair290080.7
March 1992PoorFairFairPoor290064.7
January 1990PoorFairSatisfactoryPoor290064.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4641,464000
Steel Protective Coatingsq. ft.14,800011,1003,7000
Deck
Reinforced Concrete Decksq. ft.11,5239,2192,288160
Wearing Surfacessq. ft.8,6628,662000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.1884514210
Reinforced Concrete Pier Caplinear ft.9494000
Joints
Assembly with Sealeach18814820200
Other Jointlinear ft.122319100
Bearings
Elastomeric Bearingeach3636000
Steel Protective Coatingsq. ft.3603600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2441707400
Steel Protective Coatingsq. ft.900090000