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RTE 25 over LIRR-N SHORE YARD

Map 

Coordinates:
+40.74305, -73.94904
40°44'35" N, 73°56'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 25 over LIRR-N SHORE YARD
Structure number:000000002247270
Location:AT HUNTERS POINT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.8 ft. [17.0 m]
Total length:274.0 ft. [83.5 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1908
Year reconstructed:1992
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:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:5,233 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:38.9 tons [35.4 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$872,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201580.0Functionally obsoleteVery GoodGoodGood5233
September 201379.8Functionally obsoleteVery GoodVery GoodGood9360
November 201184.0Functionally obsoleteVery GoodVery GoodGood9360
November 200984.1Functionally obsoleteVery GoodVery GoodGood6535
November 200784.0Functionally obsoleteVery GoodVery GoodVery Good9360
August 200588.0Not deficientVery GoodVery GoodVery Good9360
July 200388.0Not deficientExcellentVery GoodVery Good9360
July 200197.6Not deficientExcellentVery GoodVery Good9360
June 199997.6Not deficientExcellentGoodGood9360
November 199798.9Not deficientVery GoodSatisfactorySatisfactory1500
November 199587.9Not deficientVery GoodFairFair1500
September 199374.8Not deficientVery GoodFairFair1500
April 199337.6Structurally deficientPoorPoorPoor1500
August 199037.6Structurally deficientPoorPoorPoor1500