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EAST 168TH STREET over METRO NO COMMUTER

Map

Coordinates:
+40.83183, -73.90823
40°49'55" N, 73°54'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST 168TH STREET over METRO NO COMMUTER
Structure number:000000002241660
Location:IN MORRISANIA
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:91.9 ft. [28.0 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1888
Year reconstructed:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,946 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:74.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$217,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactorySatisfactorySatisfactory1294674.2
April 2014FairSatisfactorySatisfactorySatisfactory892874.4
April 2012FairSatisfactorySatisfactorySatisfactory892874.4
April 2010FairSatisfactorySatisfactorySatisfactory892874.4
March 2008FairSatisfactorySatisfactorySatisfactory892874.4
March 2006FairSatisfactorySatisfactorySatisfactory892874.4
March 2004FairSatisfactorySatisfactorySatisfactory892874.4
February 2002FairSatisfactorySatisfactorySatisfactory892874.4
February 2000FairSatisfactorySatisfactorySatisfactory892878.5
October 1998FairFairSatisfactorySatisfactory892877.5
May 1996PoorPoorFairFair400065.7
July 1994PoorPoorFairFair400068.4
August 1992PoorPoorFairPoor400052.2
August 1990PoorPoorFairPoor400052.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1801,1156500
Steel Protective Coatingsq. ft.2,0651,96510000
Deck
Reinforced Concrete Decksq. ft.5,8315,68751390
Substructure
Masonry Abutmentlinear ft.160160000
Joints
Pourable Jointlinear ft.1681370310
Bearings
Movable Bearingeach1714300
Steel Protective Coatingsq. ft.74621200
Fixed Bearingeach1701610
Steel Protective Coatingsq. ft.7470400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.139139000
Steel Protective Coatingsq. ft.875875000