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COURT STREET over GENESEE RIVER, OLD SUBWA

Map

Coordinates:
+43.15354, -77.60851
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:515.8 ft. [157.2 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]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:65.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$11,352,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201665.4FairFairFairSatisfactoryFO6562
December 201464.4FairFairFairSatisfactoryFO6563
December 201265.4FairGoodFairFairFO5900
November 201048.6FairGoodFairFairFO5944
October 200841.3FairGoodFairFairFO5944
November 200636.4FairFairFairFairFO5944
December 200441.3FairGoodFairFairFO5944
October 200239.4FairGoodFairFairFO5944
November 200039.4FairGoodFairFairFO5944
November 199839.4FairGoodFairFairSD5944
October 199645.4PoorPoorPoorPoorSD20000
August 199446.4PoorPoorPoorPoorSD20000
July 199246.4PoorPoorPoorFairSD20000
November 199044.1PoorPoorPoorFairSD20000