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WEST 158TH STREET over RIVERSIDE DRIVE, AMTRAK-

Map

Coordinates:
+40.83651, -73.94890
40°50'11" N, 73°56'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST 158TH STREET over RIVERSIDE DRIVE, AMTRAK-
Structure number:000000002245250
Location:WEST 158TH STREET
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:109.9 ft. [33.5 m]
Total length:595.2 ft. [181.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1996
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:7
Main spans material:Steel [3]
Main spans 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: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,992 [as of 2001]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:75.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$12,976,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodGoodVery GoodExcellent899275.4
October 2015GoodGoodExcellentVery Good899279.5
October 2013GoodGoodExcellentVery Good899279.5
December 2011GoodGoodExcellentVery Good899279.5
November 2009GoodGoodVery GoodVery Good942179.4
November 2007GoodGoodVery GoodVery Good899279.5
September 2005GoodVery GoodExcellentExcellent899279.5
November 2003GoodVery GoodExcellentExcellent899279.5
August 2001GoodVery GoodExcellentExcellent835379.5
August 1999GoodVery GoodExcellentExcellent835379.5
September 1997GoodGoodVery GoodVery Good1000079.4
March 1997PoorSeriousSeriousSerious100002.0
April 1996PoorSeriousSeriousSerious100002.0
November 1994PoorSeriousSeriousSerious100002.0
December 1993PoorSeriousSeriousSerious100002.0
August 1992PoorSeriousSeriousSerious100002.0
July 1990PoorSeriousSeriousSerious100002.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,7983,794040
Steel Protective Coatingsq. ft.57,04148,8615,20002,980
Deck
Reinforced Concrete Decksq. ft.30,04127,4032,4521860
Wearing Surfacessq. ft.21,42820,2922009360
Substructure
Reinforced Concrete Columneach2727000
Reinforced Concrete Pier Walllinear ft.6262000
Reinforced Concrete Abutmentlinear ft.9595000
Reinforced Concrete Pier Caplinear ft.367367000
Joints
Compression Jointlinear ft.124600640
Bearings
Pot Bearingeach5451300
Steel Protective Coatingsq. ft.16213501215
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0701,070000
Steel Protective Coatingsq. ft.6,6606,660000
Reinforced Concrete Bridge Raillinear ft.618618000