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RTE I95 over RTE 9A, HUDSON RIVER

Map

Coordinates:
+40.84964, -73.94320
40°50'59" N, 73°56'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I95 over RTE 9A, HUDSON RIVER
Structure number:000000005522508
Location:I95 OVER HUDSON RIVER- UL
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:3280.7 ft. [999.9 m]
Total length:5182.3 ft. [1579.5 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:117.1 ft. [35.7 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Vertical clearance below bridge:212.9 ft. [64.9 m]
Owner:Local Toll Authority [32]
Year built:1931
Year reconstructed:1962
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Suspension [13]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:268,692 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:81.5 tons [74.1 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:45.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$24,737,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201545.0FairFairSatisfactoryFairFO268692
October 201345.0FairFairSatisfactoryFairFO280718
October 201148.2FairFairFairSatisfactoryFO280700
October 200955.2FairSatisfactorySatisfactorySatisfactoryFO285620
October 200755.2FairSatisfactorySatisfactorySatisfactoryFO297342
November 200557.0FairSatisfactorySatisfactorySatisfactoryFO298700
October 200356.0FairSatisfactorySatisfactorySatisfactoryFO297700
November 200160.0FairSatisfactorySatisfactorySatisfactoryFO297700
September 199960.0FairGoodGoodSatisfactoryFO194888
August 199749.0FairSatisfactoryFairFairFO151884
September 199538.0PoorFairFairPoorSD151884
November 199338.0PoorFairPoorPoorSD150000
June 199145.1FairFairSatisfactoryFairFO168882