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WEST 205TH STREET over NYCTA IND YARDS

Map

Coordinates:
+40.87627, -73.88811
40°52'35" N, 73°53'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST 205TH STREET over NYCTA IND YARDS
Structure number:000000002241940
Location:AT KINGSBRIDGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:117.8 ft. [35.9 m]
Total length:387.2 ft. [118.0 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:Other Local Agencies [25]
Year built:1935
Year reconstructed:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,751 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
Sufficiency rating:92.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$18,298,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201692.8GoodVery GoodVery GoodGoodFO4751
October 201492.6GoodVery GoodVery GoodGoodFO7068
November 201292.6GoodVery GoodVery GoodGoodFO7068
November 201092.6GoodVery GoodVery GoodGoodFO7068
August 200890.6GoodVery GoodExcellentGoodFO6972
September 200690.6GoodVery GoodExcellentGood-7068
September 200490.6GoodExcellentExcellentVery GoodFO7068
July 200290.6GoodExcellentExcellentVery GoodFO7068
November 200094.7GoodExcellentExcellentVery Good-7068
October 199978.6GoodExcellentExcellentVery Good-7068
December 199832.5PoorPoorPoorSeriousSD7068
November 199730.3PoorPoorSeriousSeriousSD7068
October 199625.9PoorPoorSeriousSeriousSD3200
December 199526.3PoorPoorSeriousSeriousSD3200
January 199430.8PoorPoorSeriousSeriousSD3200
October 199330.8PoorPoorSeriousSeriousSD3200
December 199230.8PoorPoorSeriousSeriousSD3200
September 199130.8PoorPoorSeriousSeriousSD3200