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EAST 176TH STREET over RTE I95

Map

Coordinates:
+40.84306, -73.89121
40°50'35" N, 73°53'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST 176TH STREET over RTE I95
Structure number:000000001066370
Location:1.9 MI E I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:84.0 ft. [25.6 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:547.9 ft. [167.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2017
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$58,362,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017Fair-FairSatisfactory-80.0
August 2016Poor-SeriousSatisfactory-49.0
August 2015Poor-SeriousSatisfactory-34.1
March 2014Poor-SeriousSatisfactory161448.8
June 2013Poor-SeriousSatisfactory161448.8
March 2012Poor-SeriousSatisfactory161448.8
June 2011Poor-SeriousSatisfactory161448.8
May 2010Poor-SeriousSatisfactory161448.8
June 2009Poor-SeriousSatisfactory161448.8
April 2008Poor-SeriousSatisfactory161448.8
June 2007Poor-SeriousSatisfactory161448.8
June 2006Poor-SeriousSatisfactory161448.8
August 2005Poor-SeriousFair161448.8
July 2004Poor-SeriousSatisfactory161448.8
July 2003Poor-SeriousSatisfactory161448.8
July 2002Poor-SeriousSatisfactory124248.9
June 2001PoorSeriousSeriousSatisfactory124246.8
March 2000PoorSeriousSeriousSatisfactory140346.8
July 1999PoorSeriousSeriousSatisfactory140331.7
June 1998PoorSeriousSeriousSatisfactory140331.7
July 1997PoorSeriousSeriousSatisfactory140331.7
April 1996Poor-SeriousFair140333.4
April 1995Poor-SeriousFair140033.5
April 1994Poor-SeriousFair140033.5
June 1993Poor-SeriousFair140033.5
September 1992Poor-SeriousFair140033.5
August 1991Poor-PoorFair140048.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.99989210700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.172169300
Steel Protective Coatingsq. ft.1,13563949501
Deck
Reinforced Concrete Slabsq. ft.42,123041,58876459