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PAT-HAM TPK(CR511A over PEQUANNOCK RIVER

Map

Coordinates:
+40.99886, -74.29825
40°59'56" N, 74°17'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PAT-HAM TPK(CR511A over PEQUANNOCK RIVER
Structure number:1600028
Location:0.83 MI South OF RT 287
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:47.9 ft. [14.6 m]
Total length:98.1 ft. [29.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Owner:County Highway Agency [02]
Year built:1939
Year reconstructed:1999
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: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:38,010 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:74.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairGoodSatisfactoryFair3801074.6
June 2015FairGoodSatisfactoryFair3726074.8
July 2013FairGoodSatisfactorySatisfactory3652587.3
July 2011FairGoodSatisfactorySatisfactory3580587.5
July 2009FairGoodSatisfactorySatisfactory3510087.7
June 2007FairGoodSatisfactorySatisfactory3448088.8
October 2005FairGoodSatisfactorySatisfactory3380089.0
October 2003FairGoodSatisfactorySatisfactory3254089.3
December 2001FairGoodSatisfactorySatisfactory3254089.3
March 2000FairVery GoodSatisfactorySatisfactory3190089.4
May 1999PoorPoorSatisfactorySatisfactory2980085.7
January 1997PoorPoorSatisfactorySatisfactory2980085.7
October 1994PoorPoorSatisfactorySatisfactory2980086.0
September 1992PoorPoorSatisfactorySatisfactory2980070.5
June 1990PoorPoorSatisfactorySatisfactory2838070.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,27480447000
Deck
Reinforced Concrete Decksq. ft.6,2926,292000
Substructure
Reinforced Concrete Pier Walllinear ft.4240200
Reinforced Concrete Abutmentlinear ft.2320222100
Reinforced Concrete Pier Caplinear ft.60119400
Joints
Pourable Jointlinear ft.128127100
Bearings
Enclosed/Concealed Bearingeach5244800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.196196000
Steel Protective Coatingsq. ft.2,3002,300000