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RTE 9 over HUDSON RIVER

Map

Coordinates:
+42.64270, -73.74646
42°38'34" N, 73°44'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 9 over HUDSON RIVER
Structure number:000000001093029
Location:DOWNTOWN ALBANY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:350.1 ft. [106.7 m]
Total length:985.0 ft. [300.2 m]
Roadway width between curbs:104.0 ft. [31.7 m]
Deck width edge-to-edge:120.4 ft. [36.7 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:59.1 ft. [18.0 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Steel continuous [4]
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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:33,755 [as of 2007]
Truck traffic:6% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:73.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$44,010,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodSatisfactoryFair3375573.3
October 2015FairGoodSatisfactoryFair3497755.0
November 2013FairGoodGoodFair3497755.0
November 2011FairSatisfactoryGoodFair3500055.0
November 2010FairGoodGoodFair1881559.1
October 2009FairGoodGoodFair3497755.0
December 2008FairGoodGoodFair3497755.0
November 2007FairGoodGoodFair3497755.0
December 2006FairGoodGoodFair1881559.1
October 2005FairGoodGoodFair1881559.1
October 2003FairGoodGoodFair1881546.9
October 2001FairGoodGoodFair1881546.7
September 1999FairGoodGoodSatisfactory3241955.0
December 1997FairSatisfactorySatisfactoryFair3491355.0
October 1995PoorFairPoorPoor3491327.9
December 1993PoorPoorPoorPoor3491325.9
December 1991PoorPoorFairPoor2729749.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.30021
Substructure
Reinforced Concrete Pier Caplinear ft.1800180
Bearings
Movable Bearingeach156270