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HAMDEN RD. over S.BRANCH OF RARITAN RIV.

Map

Coordinates:
+40.61171, -74.90895
40°36'42" N, 74°54'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAMDEN RD. over S.BRANCH OF RARITAN RIV.
Structure number:10XXF62
Location:0.3MI S OF WELLINGTON DR.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:81.0 ft. [24.7 m]
Total length:168.0 ft. [51.2 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:2005
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:Truss - Thru [10]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:88.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactoryGoodGood210088.2
July 2015FairSatisfactoryGoodGood207086.9
July 2013GoodVery GoodGoodVery Good203087.2
August 2011GoodVery GoodGoodVery Good199088.3
July 2009GoodVery GoodGoodVery Good195089.3
July 2007GoodVery GoodVery GoodVery Good190089.3
November 2005GoodExcellentExcellentExcellent186889.3
April 2003PoorGoodPoorSatisfactory113011.0
April 2001PoorGoodPoorSatisfactory113011.0
December 1998PoorGoodPoorSatisfactory110011.2
October 1997PoorGoodPoorFair106011.5
November 1996PoorGoodPoorFair104011.7
October 1994PoorGoodPoorFair104012.0
November 1992PoorGoodPoorFair100012.3
November 1990PoorGoodPoorFair100012.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,6291,629000
Steel Protective Coatingsq. ft.6,7446,6608400
Steel Trusslinear ft.3243022200
Steel Protective Coatingsq. ft.5,9575,91020027
Steel Floor Beamlinear ft.247241330
Steel Protective Coatingsq. ft.2,4382,27216006
Steel Gusset Plateeach6060000
Steel Protective Coatingsq. ft.1,6131,613000
Substructure
Reinforced Concrete Pier Walllinear ft.4545000
Concrete Protective Coatingsq. ft.275275000
Reinforced Concrete Abutmentlinear ft.10298400
Concrete Protective Coatingsq. ft.604604000
Deck
Corrugated or Orthotropic Decksq. ft.5,0404,93001100
Wearing Surfacessq. ft.5,0404,655302830
Steel Protective Coatingsq. ft.5,0404,94000100
Joints
Pourable Jointlinear ft.60018420
Bearings
Elastomeric Bearingeach80440
Movable Bearingeach2020000
Fixed Bearingeach2020000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.336328350
Steel Protective Coatingsq. ft.1,1201,1020810