+40.78639, -74.14778
40°47'11" N, 74°08'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:0208150
Location:0.07 Mi. E of NJ 21
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:125.0 ft. [38.1 m]
Total length:324.2 ft. [98.8 m]
Roadway width between curbs:53.8 ft. [16.4 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Vertical clearance above deck:18.4 ft. [5.6 m]
Vertical clearance below bridge:49.9 ft. [15.2 m]
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Movable - Lift [15]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,740 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:70.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201670.4GoodVery GoodVery GoodVery Good-18740
June 201470.5GoodVery GoodVery GoodVery Good-18370
July 201270.7GoodVery GoodVery GoodVery Good-18000
July 201069.8GoodVery GoodVery GoodVery Good-17690
May 200871.6GoodVery GoodVery GoodVery Good-18290
January 200770.6GoodVery GoodVery GoodVery Good-18300
January 200570.7GoodVery GoodExcellentVery Good-18000
March 20033.0PoorPoorSeriousPoorSD17300
March 20008.3PoorFairPoorFairSD33800
October 19976.3PoorFairPoorFairSD33130
September 19954.3PoorFairPoorFairSD27710
July 19934.3PoorFairPoorFairSD27710
June 19914.3PoorFairPoorFairSD27710