+39.95660, -74.20632
39°57'24" N, 74°12'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAKEHURST RD (527) over GSP
Structure number:360818T
Location:0.5 MI N OF TOMS RIVER
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:59.1 ft. [18.0 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:18°
Owner:State Toll Authority [31]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Frame [07]
Deck type:Not applicable [N]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,170 [as of 2015]
Truck traffic:4% of total traffic
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:69.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,659,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017Fair-SatisfactoryGood1517069.8
March 2015Fair-SatisfactoryGood1517077.8
March 2013Fair-SatisfactoryGood1487177.9
March 2011Fair-SatisfactoryGood548879.6
March 2009Fair-SatisfactoryGood538079.6
March 2007Fair-SatisfactoryGood538079.6
March 2006FairSatisfactorySatisfactorySatisfactory2489073.9
November 2004FairSatisfactorySatisfactorySatisfactory514981.7
November 2003FairSatisfactorySatisfactorySatisfactory494983.8
November 2000FairSatisfactorySatisfactorySatisfactory490049.4
November 1998FairSatisfactorySatisfactorySatisfactory490049.4
November 1996FairFairSatisfactorySatisfactory490050.6
November 1994FairFairSatisfactorySatisfactory475050.8
November 1992FairFairGoodVery Good390031.3
November 1990FairFairGoodVery Good390031.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Archlinear ft.134413000
Reinforced Concrete Pier Walllinear ft.52361600
Reinforced Concrete Abutmentlinear ft.103346900
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2682274100
Steel Protective Coatingsq. ft.536053600
Reinforced Concrete Bridge Raillinear ft.2682274100
Reinforced Concrete Slabsq. ft.5,3605,3006000
Wearing Surfacessq. ft.5,3605,3006000