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LEGGETT AVENUE over AMTRAK/CSXT/P&W

Map

Coordinates:
+40.81265, -73.89718
40°48'46" N, 73°53'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LEGGETT AVENUE over AMTRAK/CSXT/P&W
Structure number:000000002241139
Location:LEGGETT AVE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:196.9 ft. [60.0 m]
Total length:436.0 ft. [132.9 m]
Roadway width between curbs:55.4 ft. [16.9 m]
Deck width edge-to-edge:95.1 ft. [29.0 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1906
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,709 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:63.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$12,308,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairGoodSatisfactorySatisfactory2070963.3
November 2014FairGoodSatisfactorySatisfactory1741963.4
October 2012FairVery GoodSatisfactorySatisfactory1741963.4
December 2010FairVery GoodSatisfactorySatisfactory1741963.4
December 2008FairVery GoodSatisfactorySatisfactory1741963.4
August 2006FairVery GoodSatisfactorySatisfactory1741963.4
August 2004FairVery GoodSatisfactorySatisfactory1741963.4
June 2002FairVery GoodSatisfactorySatisfactory1741963.4
June 2000FairVery GoodSatisfactorySatisfactory1741968.5
December 1998FairGoodSatisfactorySatisfactory1741968.5
July 1996PoorSatisfactoryPoorPoor1930633.8
October 1994PoorSatisfactoryPoorPoor1640037.0
November 1992PoorSatisfactoryPoorPoor1640037.0
August 1990PoorSatisfactoryPoorPoor1640037.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.871871000
Steel Protective Coatingsq. ft.8,3598,08427500
Steel Stringerlinear ft.12,19212,1593300
Steel Protective Coatingsq. ft.44,71444,61410000
Deck
Reinforced Concrete Decksq. ft.43,30041,6051,69500
Superstructure
Steel Trusslinear ft.1,3061,297027
Steel Protective Coatingsq. ft.39,87338,7281,14500
Steel Floor Beamlinear ft.4,1274,0854200
Steel Protective Coatingsq. ft.31,77831,17860000
Steel Gusset Plateeach112112000
Steel Protective Coatingsq. ft.2,9402,84010000
Substructure
Reinforced Concrete Pier Walllinear ft.1641243550
Reinforced Concrete Abutmentlinear ft.20314038250
Joints
Compression Jointlinear ft.3040892150
Bearings
Movable Bearingeach1010000
Steel Protective Coatingsq. ft.30201000
Fixed Bearingeach1616000
Steel Protective Coatingsq. ft.65521300
Pot Bearingeach99000
Steel Protective Coatingsq. ft.45301050
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3061,2268000