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RTE 25 over RTE 907A, RTE 907A

Map

Coordinates:
+40.72424, -73.72473
40°43'27" N, 73°43'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 25 over RTE 907A, RTE 907A
Structure number:000000002231819
Location:1.5MI S GCP+CRSS ISL PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.7 ft. [12.4 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:115.2 ft. [35.1 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,607 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:63.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$25,272,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairSatisfactorySatisfactory1860763.2
March 2014FairFairFairSatisfactory2322852.6
March 2012FairFairFairSatisfactory2322852.6
March 2010FairFairFairSatisfactory3766652.6
March 2008FairFairFairSatisfactory3359152.6
March 2006FairFairFairSatisfactory2322852.6
February 2004FairFairFairSatisfactory2322852.6
March 2002FairFairFairSatisfactory2322850.6
February 2000FairFairFairSatisfactory2322848.6
April 1998Poor-PoorFair2322821.4
May 1996Poor-SeriousPoor1609016.0
March 1994Poor-PoorPoor1609021.2
March 1992Poor-PoorPoor1609036.5
March 1990Poor-PoorFair1609041.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.115011500
Reinforced Concrete Abutmentlinear ft.230230000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1640142220
Steel Protective Coatingsq. ft.5960566300
Reinforced Concrete Bridge Raillinear ft.123123000
Deck
Reinforced Concrete Slabsq. ft.9,4304,6434,2505370
Wearing Surfacessq. ft.7,79007,79000