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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:99°
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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
December 201569.1Functionally obsoleteVery GoodVery GoodVery Good12285
October 201375.2Functionally obsoleteVery GoodVery GoodVery Good12285
October 201175.3Functionally obsoleteVery GoodExcellentVery Good11400
November 200975.2Functionally obsoleteVery GoodExcellentVery Good12285
December 200775.2Functionally obsoleteVery GoodExcellentVery Good12285
December 200575.3Functionally obsoleteExcellentExcellentVery Good11400
September 200373.2Not deficientExcellentExcellentVery Good11400
November 200179.3Not deficientExcellentExcellentVery Good11400
August 199979.3Not deficientExcellentExcellentVery Good11400
September 199779.3Not deficientVery GoodGoodSatisfactory11400
December 199567.7Not deficientVery GoodSatisfactoryFair11400
October 19944.0Structurally deficientPoorSeriousSerious11400
December 19934.0Structurally deficientPoorSeriousSerious11400
November 19922.0Structurally deficientSeriousSeriousSerious11400
December 19912.0Structurally deficientSeriousSeriousSerious11400