EAST 174TH STREET over RTE 907H, RTE 907H


+40.83422, -73.87406
40°50'03" N, 73°52'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST 174TH STREET over RTE 907H, RTE 907H
Structure number:000000001075480
Location:.1 MI S I95+BX RIVER PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:43.0 ft. [13.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,250 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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 corrrective action [3]
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:67.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,133,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactoryGoodSatisfactory1025067.2
July 2015FairSatisfactoryGoodSatisfactory1002967.2
August 2013FairSatisfactoryGoodSatisfactory1008467.2
August 2011FairSatisfactoryGoodSatisfactory1008467.2
September 2009FairSatisfactoryGoodSatisfactory589467.5
August 2007FairSatisfactoryGoodSatisfactory1008466.2
August 2005FairSatisfactoryGoodSatisfactory1008466.2
July 2003FairGoodGoodSatisfactory1008466.2
August 2001GoodGoodGoodGood649266.5
September 1999FairSatisfactorySatisfactorySatisfactory649265.1
January 1998FairSatisfactorySatisfactoryFair1066353.6
January 1996FairFairFairFair1066348.6
January 1994FairFairFairFair800051.6
February 1992FairFairFairFair800051.6
March 1990PoorFairPoorSerious800014.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.990099000
Steel Protective Coatingsq. ft.8,37007,5338370
Reinforced Concrete Decksq. ft.7,1102,8444,26060
Wearing Surfacessq. ft.4,4104,410000
Reinforced Concrete Columneach65010
Reinforced Concrete Abutmentlinear ft.158015800
Reinforced Concrete Pier Caplinear ft.7907900
Strip Seal Jointlinear ft.7907360
Elastomeric Bearingeach33112020
Steel Protective Coatingsq. ft.33021012
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9009000
Steel Protective Coatingsq. ft.446044600