+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:18.0 ft. [5.5 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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:18,370 [as of 2014]
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:70.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201470.5Not deficientVery GoodVery GoodVery Good18370
July 201270.7Not deficientVery GoodVery GoodVery Good18000
July 201069.8Not deficientVery GoodVery GoodVery Good17690
May 200871.6Not deficientVery GoodVery GoodVery Good18290
January 200770.6Not deficientVery GoodVery GoodVery Good18300
January 200570.7Not deficientVery GoodExcellentVery Good18000
March 20033.0Structurally deficientPoorSeriousPoor17300
March 20008.3Structurally deficientFairPoorFair33800
October 19976.3Structurally deficientFairPoorFair33130
September 19954.3Structurally deficientFairPoorFair27710
July 19934.3Structurally deficientFairPoorFair27710
June 19914.3Structurally deficientFairPoorFair27710