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39TH STREET S BRG over AMTRAK & LIRRYARD

Map

Coordinates:
+40.74887, -73.92518
40°44'56" N, 73°55'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:18.7 ft. [5.7 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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,285 [as of 2007]
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]
Operating rating:46.9 tons [42.6 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:69.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$243,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201569.1GoodVery GoodVery GoodVery GoodFO12285
October 201375.2GoodVery GoodVery GoodVery GoodFO12285
October 201175.3GoodVery GoodExcellentVery GoodFO11400
November 200975.2GoodVery GoodExcellentVery GoodFO12285
December 200775.2GoodVery GoodExcellentVery GoodFO12285
December 200575.3GoodExcellentExcellentVery GoodFO11400
September 200373.2GoodExcellentExcellentVery Good-11400
November 200179.3GoodExcellentExcellentVery Good-11400
August 199979.3GoodExcellentExcellentVery Good-11400
September 199779.3FairVery GoodGoodSatisfactory-11400
December 199567.7FairVery GoodSatisfactoryFair-11400
October 19944.0PoorPoorSeriousSeriousSD11400
December 19934.0PoorPoorSeriousSeriousSD11400
November 19922.0PoorSeriousSeriousSeriousSD11400
December 19912.0PoorSeriousSeriousSeriousSD11400