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HANOVER ST(CR 616) over N. BRANCH RANCOCAS CREEK

Map

Coordinates:
+39.96995, -74.68416
39°58'12" N, 74°41'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HANOVER ST(CR 616) over N. BRANCH RANCOCAS CREEK
Structure number:03E4550
Location:0.5 MI N OF CR530&616 JCT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:100.1 ft. [30.5 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1932
Year reconstructed:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Open Grating [3]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:12,538 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:6.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorFairSeriousSatisfactory125386.0
November 2015PoorSatisfactorySeriousSatisfactory159347.0
December 2013PoorSatisfactorySeriousSatisfactory157767.0
January 2012PoorSatisfactorySeriousSatisfactory154667.0
January 2010PoorSatisfactorySeriousSatisfactory152097.0
November 2007PoorSatisfactorySeriousSatisfactory147707.0
December 2005PoorSatisfactorySeriousSatisfactory78007.0
September 2005PoorSatisfactorySeriousSatisfactory76507.0
September 2003PoorSatisfactorySeriousSatisfactory76507.0
August 2003PoorSatisfactoryPoorSatisfactory750018.0
June 2001PoorSatisfactoryPoorSatisfactory1380017.8
April 1999PoorSatisfactoryPoorSatisfactory1330017.8
April 1997PoorSatisfactoryPoorSatisfactory1232721.2
May 1995PoorSatisfactoryPoorSatisfactory119688.5
May 1993PoorSatisfactoryPoorSatisfactory119688.5
February 1991PoorSatisfactoryPoorSatisfactory236308.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.87080604519
Steel Protective Coatingsq. ft.4,50003,2001,3000
Steel Trusslinear ft.2040184200
Steel Protective Coatingsq. ft.1,50007507500
Steel Floor Beamlinear ft.2100959025
Steel Protective Coatingsq. ft.1,25002501,0000
Steel Gusset Plateeach3603420
Steel Protective Coatingsq. ft.650045017525
Substructure
Reinforced Concrete Abutmentlinear ft.128873650
Deck
Open Grid Decksq. ft.3,2553,250500
Steel Protective Coatingsq. ft.5,60005,60000
Joints
Assembly with Sealeach62050120
Bearings
Movable Bearingeach20200
Fixed Bearingeach20200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.208208000
Steel Protective Coatingsq. ft.100100000