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FORD STREET over GENESEE RIVER

Map

Coordinates:
+43.14237, -77.61558
43°08'33" N, 77°36'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FORD STREET over GENESEE RIVER
Structure number:000000004443800
Location:CITY OF ROCHESTER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:128.9 ft. [39.3 m]
Total length:462.0 ft. [140.8 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1898
Year reconstructed:2001
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,457 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,551,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodVery GoodGood1945775.4
June 2015GoodGoodVery GoodGood1944475.4
August 2013GoodGoodVery GoodGood1944475.4
July 2011GoodExcellentExcellentGood1750075.8
July 2009GoodExcellentExcellentGood1984475.4
June 2007GoodExcellentExcellentGood1765775.8
June 2005GoodExcellentExcellentGood1765772.7
July 2003GoodExcellentExcellentGood1765772.7
November 2001GoodExcellentExcellentVery Good1765772.7
July 2000PoorSeriousFairFair1765748.5
June 1999PoorSeriousFairFair1765748.5
July 1998PoorPoorFairFair1765750.7
June 1997PoorPoorFairFair1765749.6
September 1995PoorPoorPoorPoor243004.0
November 1993PoorPoorPoorPoor2430024.5
July 1991PoorPoorPoorPoor2430022.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,7553,755000
Steel Protective Coatingsq. ft.49,56841,5678,00100
Steel Stringerlinear ft.1,8321,832000
Steel Protective Coatingsq. ft.16,59616,596000
Deck
Reinforced Concrete Decksq. ft.27,50627,506000
Wearing Surfacessq. ft.23,71617,2626,45400
Substructure
Reinforced Concrete Pier Walllinear ft.2441519030
Reinforced Concrete Abutmentlinear ft.183939000
Joints
Compression Jointlinear ft.1655511000
Bearings
Movable Bearingeach3426800
Steel Protective Coatingsq. ft.3434000
Fixed Bearingeach1881000
Steel Protective Coatingsq. ft.1818000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9269020240
Steel Protective Coatingsq. ft.3,1983,198000