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LAFAYETTE AVENUE over RTE I678, RTE I678

Map

Coordinates:
+40.82493, -73.83633
40°49'30" N, 73°50'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAFAYETTE AVENUE over RTE I678, RTE I678
Structure number:000000001075360
Location:.3 MI S JCT I95 & I878
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:143.7 ft. [43.8 m]
Total length:148.0 ft. [45.1 m]
Roadway width between curbs:61.0 ft. [18.6 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1971
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,983 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:90.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,599,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016GoodGoodGoodGood698390.6
August 2014GoodGoodGoodGood698390.6
August 2012GoodGoodGoodGood700090.6
October 2010GoodGoodGoodGood1571990.2
September 2008GoodGoodGoodGood1647790.2
September 2006GoodGoodGoodGood1571990.2
October 2004GoodGoodGoodGood1571991.2
November 2002GoodVery GoodGoodGood685295.7
September 2000PoorVery GoodPoorGood685268.5
November 1999PoorVery GoodPoorGood685268.5
July 1998PoorGoodPoorSatisfactory685268.5
July 1997PoorGoodPoorSatisfactory685267.5
February 1996FairSatisfactoryFairFair685283.2
January 1994FairSatisfactoryFairFair490083.6
March 1992FairSatisfactoryFairFair490083.6
March 1990PoorSatisfactoryPoorSatisfactory490067.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,7281,728000
Steel Protective Coatingsq. ft.25,92015,9205,00005,000
Deck
Reinforced Concrete Decksq. ft.12,87612,8260500
Substructure
Reinforced Concrete Abutmentlinear ft.1951850100
Joints
Compression Jointlinear ft.1781140640
Bearings
Movable Bearingeach1212000
Steel Protective Coatingsq. ft.68480020
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.68480020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2882680200
Steel Protective Coatingsq. ft.864864000