RTE I87 over RTE I87, RTE I87, RTE I9


+40.84389, -73.92649
40°50'38" N, 73°55'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I87 over RTE I87, RTE I87, RTE I9
Structure number:00000000106688A
Location:JCT I87 & I95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:108.9 ft. [33.2 m]
Total length:528.9 ft. [161.2 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:36.1 ft. [11.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2013
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:6
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
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 2015 

Status:Open, no restriction [A]
Average daily traffic:25,823 [as of 2003]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Operating rating:97.0 tons [88.2 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,720,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201594.0Not deficientVery GoodGoodVery Good25823
September 201394.0Functionally obsoleteExcellentGoodVery Good25823
March 201334.0Structurally deficientFairSatisfactoryFair25823
April 201279.0Functionally obsoleteFairSatisfactoryFair25823
November 200979.0Functionally obsoleteFairSatisfactoryFair25823
December 200760.0Functionally obsoleteFairSatisfactoryFair25823
November 200560.0Functionally obsoleteFairSatisfactoryFair25823
September 200360.0Functionally obsoleteFairSatisfactoryFair25823
August 200160.0Functionally obsoleteFairSatisfactoryFair116043
August 199960.0Functionally obsoleteFairFairSatisfactory116043
20000.0Not applicable---128830
September 199758.0Structurally deficientPoorFairFair116043
May 199515.0Structurally deficientSeriousPoorPoor116043
June 199315.0Structurally deficientPoorPoorPoor116043
September 199115.0Structurally deficientPoorPoorPoor116043