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LELAND AVENUE over GREEN BROOK

Map

Coordinates:
+40.63767, -74.41480
40°38'16" N, 74°24'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LELAND AVENUE over GREEN BROOK
Structure number:2012038
Location:0.25 MI NW OF E FRONT ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:39.0 ft. [11.9 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:45.6 ft. [13.9 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Skew angle:27°
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,305 [as of 2018]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactoryGood1030596.0
May 2016FairSatisfactoryGoodGood1010096.1
June 2014FairSatisfactoryGoodGood990096.1
July 2012FairSatisfactoryGoodGood970096.1
June 2010FairSatisfactoryGoodGood948596.1
June 2008FairSatisfactoryGoodGood930096.1
May 2006FairSatisfactoryGoodVery Good913096.1
May 2004FairSatisfactoryGoodVery Good895096.2
February 2002FairSatisfactoryGoodVery Good860097.2
November 1999FairSatisfactoryGoodVery Good860097.2
October 1997FairSatisfactoryVery GoodVery Good839197.2
October 1995FairFairVery GoodVery Good734597.0
April 1993FairFairVery GoodVery Good734597.0
April 1991FairFairVery GoodVery Good734597.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,1201,114600
Deck
Reinforced Concrete Decksq. ft.5,08405,08400
Substructure
Reinforced Concrete Pier Walllinear ft.7407400
Reinforced Concrete Abutmentlinear ft.1221091300
Joints
Compression Jointlinear ft.2101700040
Bearings
Elastomeric Bearingeach5656000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.164160400