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RTE I95 over RTE 9A, HUDSON RIVER

Map 

Coordinates:
+40.85175, -73.95199
40°51'06" N, 73°57'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I95 over RTE 9A, HUDSON RIVER
Structure number:000000005522507
Location:95I OVER HUDSON RIVER LL
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:3500.2 ft. [1066.8 m]
Total length:4986.1 ft. [1519.7 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:104.0 ft. [31.7 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:212.9 ft. [64.9 m]
Owner:Local Toll Authority [32]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Suspension [13]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:268,692 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:85.8 tons [78.0 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:52.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$280,724,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201552.3Functionally obsoleteSatisfactoryFairFair268692
September 201352.2Functionally obsoleteSatisfactoryFairFair297700
September 201163.2Functionally obsoleteSatisfactorySatisfactorySatisfactory297700
October 200963.2Functionally obsoleteSatisfactorySatisfactorySatisfactory285620
December 200763.2Functionally obsoleteSatisfactorySatisfactorySatisfactory297342
September 200563.2Functionally obsoleteSatisfactorySatisfactorySatisfactory297700
September 200362.2Functionally obsoleteGoodSatisfactoryGood297700
November 200166.0Functionally obsoleteGoodSatisfactoryGood297700
August 199968.0Functionally obsoleteGoodSatisfactoryGood216000
October 199757.0Functionally obsoleteSatisfactorySatisfactoryFair151884
August 199546.0Structurally deficientFairPoorPoor151884
August 199357.0Functionally obsoleteFairFairFair150000
June 199147.0Functionally obsoleteSatisfactoryFairFair168882