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RTE I95 over RTE I87, RTE I87

Map 

Coordinates:
+40.84554, -73.92633
40°50'44" N, 73°55'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I95 over RTE I87, RTE I87
Structure number:00000000106685A
Location:JCT I87 & I95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:82.0 ft. [25.0 m]
Total length:191.0 ft. [58.2 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1964
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:3
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: January 2014 

Status:Open, no restriction [A]
Average daily traffic:30,631 [as of 2001]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:88.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,876,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201488.0Not deficientVery GoodGoodGood30631
March 201463.0Structurally deficientSatisfactoryPoorFair30631
March 201363.0Structurally deficientSatisfactoryPoorFair30631
June 201163.0Structurally deficientSatisfactoryPoorFair30631
May 201063.0Structurally deficientSatisfactoryPoorSatisfactory30631
July 200963.0Structurally deficientSatisfactoryPoorSatisfactory30631
June 200879.0Functionally obsoleteSatisfactoryFairSatisfactory30631
June 200779.0Functionally obsoleteSatisfactoryFairSatisfactory30631
June 200579.0Functionally obsoleteSatisfactoryFairSatisfactory30631
June 200379.0Functionally obsoleteSatisfactoryFairSatisfactory30631
August 200179.0Functionally obsoleteSatisfactoryFairSatisfactory6831
August 199979.0Functionally obsoleteSatisfactoryFairSatisfactory6831
20000.0Not applicable---124561
September 199776.0Functionally obsoleteFairFairSatisfactory24831
June 199556.1Structurally deficientFairPoorFair169066
June 199356.1Structurally deficientFairPoorFair169066
September 199272.1Functionally obsoleteFairFairFair169066
November 199179.0Functionally obsoleteSatisfactoryFairFair169066