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GARDEN ST PKWY NB over GREAT EGG HARBOR&HRBR RD

Map

Coordinates:
+39.29667, -74.62167
39°17'48" N, 74°37'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GARDEN ST PKWY NB over GREAT EGG HARBOR&HRBR RD
Structure number:360280N
Location:0.8 MI S GREAT EGG TOLL
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:176.8 ft. [53.9 m]
Total length:3669.1 ft. [1118.3 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:45.9 ft. [14.0 m]
Owner:State Toll Authority [31]
Year built:1973
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:11
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,500 [as of 2018]
Truck traffic:2% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances 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]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:76.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,262,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairExcellentExcellentSatisfactory2050076.5
September 2015PoorSatisfactoryPoorSatisfactory2050042.8
October 2013FairSatisfactoryFairSatisfactory2050064.9
September 2013PoorSatisfactoryPoorSatisfactory2050042.8
October 2011PoorSatisfactoryPoorSatisfactory2117036.0
September 2009PoorSatisfactoryPoorSatisfactory2035036.2
November 2007PoorSatisfactoryPoorSatisfactory1956036.4
November 2005PoorSatisfactoryPoorSatisfactory1917534.1
November 2003PoorSatisfactoryPoorSatisfactory1800011.1
November 2001PoorSatisfactoryPoorSatisfactory1800010.6
November 1999PoorSatisfactoryPoorSatisfactory1750010.0
November 1997FairSatisfactoryFairSatisfactory1675032.6
November 1995FairSatisfactoryFairSatisfactory1627032.8
November 1993FairSatisfactoryGoodGood1564073.4
November 1991FairSatisfactoryGoodGood1564073.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.19,49119,491000
Steel Protective Coatingsq. ft.220,750220,750000
Deck
Reinforced Concrete Decksq. ft.120,476120,476000
Substructure
Reinforced Concrete Pier Walllinear ft.288138361140
Reinforced Concrete Abutmentlinear ft.144550890
Prestressed Concrete Pileeach1105343140
Reinforced Concrete Pier Caplinear ft.1,56473314767410
Concrete Protective Coatingsq. ft.8,7308,730000
Joints
Strip Seal Jointlinear ft.1,5181,4863200
Pourable Jointlinear ft.3333000
Bearings
Elastomeric Bearingeach572572000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7,3377,2958340
Deck
Reinforced Concrete Slabsq. ft.6356152000