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DOTY ROAD over RAMAPO RIVER

Map

Coordinates:
+41.01650, -74.26067
41°00'59" N, 74°15'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DOTY ROAD over RAMAPO RIVER
Structure number:020042A
Location:0.03 MILE NORTH OF US 202
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:96.1 ft. [29.3 m]
Total length:196.9 ft. [60.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,573 [as of 2018]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodVery GoodVery GoodGood357377.9
May 2016GoodVery GoodVery GoodGood350378.9
June 2014GoodVery GoodVery GoodGood343578.9
June 2012GoodVery GoodGoodVery Good336781.0
June 2010GoodVery GoodGoodVery Good330181.0
May 2008GoodVery GoodGoodVery Good323682.1
May 2006GoodVery GoodGoodVery Good317382.1
July 2004GoodVery GoodGoodVery Good311082.1
November 2001PoorCriticalCriticalSatisfactory21802.0
November 1999PoorCriticalCriticalSatisfactory21802.0
September 1997PoorCriticalCriticalSatisfactory21402.0
June 1995PoorCriticalCriticalGood200011.0
May 1993PoorCriticalCriticalGood200011.0
March 1991PoorCriticalCriticalGood200011.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.980980000
Deck
Reinforced Concrete Decksq. ft.7,6247,624000
Substructure
Reinforced Concrete Pier Walllinear ft.3728900
Reinforced Concrete Abutmentlinear ft.140134600
Concrete Protective Coatingsq. ft.520520000
Reinforced Concrete Pier Caplinear ft.3737000
Concrete Protective Coatingsq. ft.6464000
Joints
Compression Jointlinear ft.7876020
Bearings
Elastomeric Bearingeach2020000
Bridge Rail
Other Material Bridge Raillinear ft.3943622300