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39TH STREET S BRG over AMTRAK & LIRRYARD

Map

Coordinates:
+40.74895, -73.92516
40°44'56" N, 73°55'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:39TH STREET S BRG over AMTRAK & LIRRYARD
Structure number:000000002247640
Location:IN SUNNYSIDE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:78.7 ft. [24.0 m]
Total length:526.9 ft. [160.6 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1911
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:9
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,083 [as of 2016]
Truck traffic:7% 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 minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:68.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$22,115,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodVery GoodVery GoodVery Good1508368.9
December 2015GoodVery GoodVery GoodVery Good1228569.1
October 2013GoodVery GoodVery GoodVery Good1228575.2
October 2011GoodVery GoodExcellentVery Good1140075.3
November 2009GoodVery GoodExcellentVery Good1228575.2
December 2007GoodVery GoodExcellentVery Good1228575.2
December 2005GoodExcellentExcellentVery Good1140075.3
September 2003GoodExcellentExcellentVery Good1140073.2
November 2001GoodExcellentExcellentVery Good1140079.3
August 1999GoodExcellentExcellentVery Good1140079.3
September 1997FairVery GoodGoodSatisfactory1140079.3
December 1995FairVery GoodSatisfactoryFair1140067.7
October 1994PoorPoorSeriousSerious114004.0
December 1993PoorPoorSeriousSerious114004.0
November 1992PoorSeriousSeriousSerious114002.0
December 1991PoorSeriousSeriousSerious114002.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,0804,080000
Steel Protective Coatingsq. ft.42,60442,604000
Deck
Reinforced Concrete Decksq. ft.33,00332,9851800
Wearing Surfacessq. ft.24,15821,7452,41300
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Pier Walllinear ft.550550000
Reinforced Concrete Abutmentlinear ft.130129010
Reinforced Concrete Pier Caplinear ft.130130000
Joints
Compression Jointlinear ft.270002700
Bearings
Elastomeric Bearingeach96405600
Steel Protective Coatingsq. ft.96405600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0201,020000