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FOSTER ROAD over RTE 909C, RTE 909C

Map

Coordinates:
+40.53220, -74.20300
40°31'56" N, 74°12'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FOSTER ROAD over RTE 909C, RTE 909C
Structure number:000000001067520
Location:1.5 MI E JCT SH440 &WS EX
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:79.7 ft. [24.3 m]
Total length:163.1 ft. [49.7 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1971
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 [3]
Main spans 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: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,218 [as of 2017]
Truck traffic:3% 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 corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:75.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,237,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactorySatisfactory1121875.3
January 2016FairSatisfactorySatisfactorySatisfactory981075.4
January 2014FairSatisfactorySatisfactorySatisfactory1047275.3
January 2012FairSatisfactorySatisfactorySatisfactory1047275.3
January 2010FairSatisfactorySatisfactorySatisfactory1064675.3
January 2008GoodGoodGoodGood1098975.3
January 2006GoodGoodGoodGood1047275.3
February 2004GoodGoodGoodGood1047276.3
February 2002GoodGoodVery GoodGood1047276.3
August 2000FairSatisfactoryVery GoodGood1047276.3
September 1998FairSatisfactorySatisfactorySatisfactory1167076.3
July 1996PoorFairSatisfactoryPoor1167046.3
August 1994PoorFairSatisfactoryPoor90058.4
June 1992PoorPoorSatisfactoryPoor90056.4
March 1990PoorPoorSatisfactoryPoor90056.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6001,596040
Steel Protective Coatingsq. ft.14,2004,2607,1002,8400
Deck
Reinforced Concrete Decksq. ft.11,68011,6290510
Wearing Surfacessq. ft.8,0007,588400120
Substructure
Reinforced Concrete Columneach52030
Reinforced Concrete Abutmentlinear ft.146141050
Reinforced Concrete Pier Caplinear ft.730323011
Joints
Compression Jointlinear ft.146001460
Bearings
Movable Bearingeach209920
Steel Protective Coatingsq. ft.8007280
Fixed Bearingeach2020000
Steel Protective Coatingsq. ft.8008000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.320032000
Steel Protective Coatingsq. ft.1,1203365602240