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COURT STREET over GENESEE RIVER, OLD SUBWA

Map

Coordinates:
+43.15354, -77.60852
43°09'13" N, 77°36'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COURT STREET over GENESEE RIVER, OLD SUBWA
Structure number:000000002211250
Location:CITY OF ROCHESTER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:51.8 ft. [15.8 m]
Total length:516.1 ft. [157.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1893
Year reconstructed:1973
Historic significance:Bridge is on the National Register of Historic Places [1]
Number of main spans:8
Main spans material:Masonry [8]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,562 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:65.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$11,352,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairFairFairSatisfactory656265.4
December 2014FairFairFairSatisfactory656364.4
December 2012FairGoodFairFair590065.4
November 2010FairGoodFairFair594448.6
October 2008FairGoodFairFair594441.3
November 2006FairFairFairFair594436.4
December 2004FairGoodFairFair594441.3
October 2002FairGoodFairFair594439.4
November 2000FairGoodFairFair594439.4
November 1998FairGoodFairFair594439.4
October 1996PoorPoorPoorPoor2000045.4
August 1994PoorPoorPoorPoor2000046.4
July 1992PoorPoorPoorFair2000046.4
November 1990PoorPoorPoorFair2000044.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.708070800
Steel Protective Coatingsq. ft.6,82206,4813410
Deck
Reinforced Concrete Decksq. ft.5,07003,3801,6900
Wearing Surfacessq. ft.3,12003,12000
Superstructure
Masonry Archlinear ft.422004220
Substructure
Reinforced Concrete Columneach30300
Reinforced Concrete Pier Walllinear ft.6606600
Masonry Pier Walllinear ft.514051040
Reinforced Concrete Abutmentlinear ft.6706700
Masonry Abutmentlinear ft.131067640
Reinforced Concrete Pier Caplinear ft.6606600
Joints
Other Jointlinear ft.65045200
Bearings
Elastomeric Bearingeach3603600
Steel Protective Coatingsq. ft.1801800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.996099600
Steel Protective Coatingsq. ft.11,630011,63000