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RTE 59 over RAMAPO RIVER

Map

Coordinates:
+41.13227, -74.16684
41°07'56" N, 74°10'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 59 over RAMAPO RIVER
Structure number:000000001027590
Location:.2 MI E JCT SH 59 & SH 17
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:158.8 ft. [48.4 m]
Total length:165.0 ft. [50.3 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,698 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Sufficiency rating:95.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,682,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactoryVery GoodGood1269895.6
December 2015FairSatisfactoryVery GoodGood1286395.5
November 2013GoodGoodExcellentGood1286396.6
October 2011GoodGoodExcellentGood1270096.6
October 2009GoodGoodExcellentGood1267096.6
October 2007GoodVery GoodExcellentGood1267096.6
September 2005GoodVery GoodExcellentGood1076097.0
December 2003GoodVery GoodExcellentVery Good1076097.0
November 2001GoodVery GoodExcellentVery Good1076097.0
March 2001GoodExcellentExcellentExcellent1837167.4
September 1998PoorFairFairPoor1249744.3
October 1997PoorPoorFairPoor1120842.6
October 1996PoorPoorPoorPoor1120842.4
September 1995PoorPoorSeriousSerious1032420.4
September 1994PoorPoorPoorPoor1920035.5
October 1993PoorPoorPoorPoor1427739.7
November 1992PoorPoorPoorPoor1224640.9
October 1991PoorPoorPoorPoor954243.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.965965000
Steel Protective Coatingsq. ft.16,06014,4601,60000
Deck
Reinforced Concrete Decksq. ft.6,84506,7251200
Wearing Surfacessq. ft.6,52006,52000
Substructure
Reinforced Concrete Abutmentlinear ft.130124060
Reinforced Concrete Pile Cap/Footinglinear ft.3030000
Joints
Compression Jointlinear ft.110001100
Bearings
Elastomeric Bearingeach120480
Steel Protective Coatingsq. ft.4800480
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.332332000
Steel Protective Coatingsq. ft.1,9951,645300500