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

Map 

Coordinates:
+40.74798, -73.92535
40°44'53" N, 73°55'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:744.8 ft. [227.0 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:17.4 ft. [5.3 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 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: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]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:75.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$246,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201575.2GoodExcellentVery GoodVery GoodFO12285
September 201375.2GoodExcellentVery GoodVery GoodFO12285
October 201174.9GoodExcellentExcellentExcellentFO16785
November 200975.2GoodExcellentExcellentExcellentFO12285
December 200775.2GoodExcellentExcellentExcellentFO12285
December 200574.9GoodExcellentExcellentExcellentFO16785
September 200374.9GoodExcellentExcellentExcellent-16785
October 200179.0GoodExcellentExcellentExcellent-16785
August 199979.0GoodExcellentExcellentVery Good-16785
September 199779.5FairVery GoodGoodSatisfactory-7848
December 199551.7PoorVery GoodVery GoodPoor-7848
October 19942.0PoorSeriousSeriousSeriousSD11400
December 19932.0PoorSeriousSeriousSeriousSD11400
November 19922.0PoorSeriousSeriousSeriousSD11400
December 19912.0PoorSeriousSeriousSeriousSD11400