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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
October 201545.0Functionally obsoleteFairSatisfactoryFair268692
October 201345.0Functionally obsoleteFairSatisfactoryFair280718
October 201148.2Functionally obsoleteFairFairSatisfactory280700
October 200955.2Functionally obsoleteSatisfactorySatisfactorySatisfactory285620
October 200755.2Functionally obsoleteSatisfactorySatisfactorySatisfactory297342
November 200557.0Functionally obsoleteSatisfactorySatisfactorySatisfactory298700
October 200356.0Functionally obsoleteSatisfactorySatisfactorySatisfactory297700
November 200160.0Functionally obsoleteSatisfactorySatisfactorySatisfactory297700
September 199960.0Functionally obsoleteGoodGoodSatisfactory194888
August 199749.0Functionally obsoleteSatisfactoryFairFair151884
September 199538.0Structurally deficientFairFairPoor151884
November 199338.0Structurally deficientFairPoorPoor150000
June 199145.1Functionally obsoleteFairSatisfactoryFair168882