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WALTON AVENUE over METRO NO COMMUTER

Map

Coordinates:
+40.82170, -73.92723
40°49'18" N, 73°55'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WALTON AVENUE over METRO NO COMMUTER
Structure number:000000002241410
Location:AT HIGHBRIDGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:93.8 ft. [28.6 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:43°
Owner:City or Municipal Highway Agency [04]
Year built:1906
Year reconstructed:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
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:Fair
Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:76.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,631,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryFairFair-76.7
May 2014FairSatisfactoryFairFair318957.9
May 2012FairSatisfactorySatisfactoryFair318961.5
June 2010FairSatisfactorySatisfactoryFair318966.8
April 2008FairSatisfactorySatisfactoryFair318967.8
April 2006FairSatisfactorySatisfactoryFair318966.8
April 2004FairSatisfactorySatisfactoryFair318966.8
March 2002FairSatisfactorySatisfactoryFair318966.8
March 2000PoorPoorFairFair318983.8
December 1998PoorPoorSatisfactoryFair318981.8
June 1996PoorPoorFairPoor280066.6
August 1994PoorPoorFairPoor280048.5
August 1992PoorPoorFairPoor280048.5
July 1990PoorPoorFairPoor280048.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3760366100
Steel Protective Coatingsq. ft.4,8254,0256000200
Steel Stringerlinear ft.5735160570
Steel Protective Coatingsq. ft.3,1292,4295000200
Deck
Reinforced Concrete Decksq. ft.5,6134,61301,0000
Superstructure
Steel Floor Beamlinear ft.6706030670
Steel Protective Coatingsq. ft.1,9981,4983000200
Substructure
Masonry Abutmentlinear ft.182182000
Joints
Pourable Jointlinear ft.5800580
Assembly with Sealeach5800580
Bearings
Elastomeric Bearingeach104510
Steel Protective Coatingsq. ft.44340010