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39TH STREET(N.BR) over AMTRAK COACH YARD, L I S

Map

Coordinates:
+40.75124, -73.92469
40°45'04" N, 73°55'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:39TH STREET(N.BR) over AMTRAK COACH YARD, L I S
Structure number:000000002247330
Location:IN SUNNYSIDE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:745.1 ft. [227.1 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:17°
Owner:City or Municipal Highway Agency [04]
Year built:1910
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:14
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:Excellent [9 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: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:75.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$32,464,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodExcellentVery GoodVery Good1508375.0
December 2015GoodExcellentVery GoodVery Good1228575.2
September 2013GoodExcellentVery GoodVery Good1228575.2
October 2011GoodExcellentExcellentExcellent1678574.9
November 2009GoodExcellentExcellentExcellent1228575.2
December 2007GoodExcellentExcellentExcellent1228575.2
December 2005GoodExcellentExcellentExcellent1678574.9
September 2003GoodExcellentExcellentExcellent1678574.9
October 2001GoodExcellentExcellentExcellent1678579.0
August 1999GoodExcellentExcellentVery Good1678579.0
September 1997FairVery GoodGoodSatisfactory784879.5
December 1995PoorVery GoodVery GoodPoor784851.7
October 1994PoorSeriousSeriousSerious114002.0
December 1993PoorSeriousSeriousSerious114002.0
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.5,9045,904000
Steel Protective Coatingsq. ft.61,99261,992000
Deck
Reinforced Concrete Decksq. ft.47,75547,755000
Wearing Surfacessq. ft.34,58531,1373,44800
Substructure
Reinforced Concrete Columneach4242000
Reinforced Concrete Pier Walllinear ft.986986000
Reinforced Concrete Abutmentlinear ft.147145200
Reinforced Concrete Pier Caplinear ft.770770000
Joints
Compression Jointlinear ft.482004820
Bearings
Elastomeric Bearingeach160016000
Steel Protective Coatingsq. ft.160016000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4761,476000