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BOSTON RD over RTE I95, RTE I95, NYC RA

Map

Coordinates:
+40.83943, -73.88408
40°50'22" N, 73°53'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BOSTON RD over RTE I95, RTE I95, NYC RA
Structure number:000000001066407
Location:2.2 MI E I87 + I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.7 ft. [17.9 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:75.1 ft. [22.9 m]
Deck width edge-to-edge:97.8 ft. [29.8 m]
Vertical clearance above deck:12.5 ft. [3.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1958
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:9,587 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
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: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:72.4
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,997,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016PoorPoorFairSatisfactory958772.4
March 2014PoorPoorFairSatisfactory958772.4
March 2012PoorPoorFairSatisfactory960072.4
May 2010PoorPoorFairSatisfactory596672.6
April 2008PoorPoorFairSatisfactory405872.7
April 2006PoorPoorFairSatisfactory1154572.2
March 2004PoorPoorFairSatisfactory1154572.2
April 2002PoorPoorFairSatisfactory998772.3
February 2000PoorPoorFairSatisfactory998772.3
July 1999PoorPoorPoorSatisfactory998742.7
June 1998PoorPoorPoorSatisfactory1019742.6
September 1996PoorPoorPoorPoor1019753.9
July 1994PoorPoorPoorPoor1170057.1
August 1992PoorPoorPoorPoor1170057.1
August 1990PoorPoorFairPoor1170059.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4101,406130
Steel Protective Coatingsq. ft.19,30418,3041,00000
Deck
Reinforced Concrete Decksq. ft.11,47003,9927,4780
Wearing Surfacessq. ft.8,7148,55401600
Substructure
Reinforced Concrete Pier Walllinear ft.9898000
Reinforced Concrete Abutmentlinear ft.196196000
Joints
Pourable Jointlinear ft.196000196
Bearings
Movable Bearingeach2419410
Steel Protective Coatingsq. ft.2682482000
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.166016600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.704704000
Steel Protective Coatingsq. ft.1,65001,65000