Share:

SMITH STREET over GENESEE RIVER

Map

Coordinates:
+43.16569, -77.62049
43°09'56" N, 77°37'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SMITH STREET over GENESEE RIVER
Structure number:000000002211300
Location:CITY OF ROCHESTER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:420.0 ft. [128.0 m]
Total length:916.1 ft. [279.2 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:80.4 ft. [24.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Deck [09]
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,709 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$72,211,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactoryGood1470996.3
October 2015FairGoodSatisfactorySatisfactory2173496.0
September 2013FairGoodGoodSatisfactory2173496.0
October 2012FairVery GoodGoodSatisfactory1950096.1
October 2011FairVery GoodGoodSatisfactory1950096.1
December 2009FairVery GoodGoodSatisfactory2551995.8
November 2008FairFairFairFair2551967.1
September 2007FairSatisfactoryFairFair2551968.1
January 2005FairFairFairFair2551981.8
August 2002FairSatisfactoryFairFair2065282.8
July 2000FairSatisfactoryFairFair2065282.8
October 1998FairFairFairFair2065281.8
October 1996PoorFairPoorPoor2065248.7
August 1994PoorFairPoorPoor2065249.6
December 1992PoorFairFairPoor2065249.6
December 1990PoorFairFairPoor2065249.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.398398000
Steel Protective Coatingsq. ft.8,0588,058000
Steel Stringerlinear ft.10,94210,942000
Steel Protective Coatingsq. ft.149,110145,5073,528750
Deck
Reinforced Concrete Decksq. ft.73,24073,045125700
Wearing Surfacessq. ft.51,26851,06020800
Superstructure
Steel Trusslinear ft.2,3402,23001100
Steel Protective Coatingsq. ft.106,13599,4951,3305,3100
Steel Floor Beamlinear ft.2,0412,041000
Steel Protective Coatingsq. ft.27,88127,881000
Steel Pin or Pin & Hangar Assemblyeach1818000
Steel Protective Coatingsq. ft.3603210363
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Pier Walllinear ft.2131882050
Reinforced Concrete Abutmentlinear ft.220220000
Joints
Pourable Jointlinear ft.80602000
Assembly with Sealeach160016000
Other Jointlinear ft.160016000
Bearings
Movable Bearingeach96210
Steel Protective Coatingsq. ft.94230
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.1201110
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,6623,659300
Steel Protective Coatingsq. ft.32,62432,621300