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RTE 104 over GENESEE RIVER, BRIDGE VI

Map

Coordinates:
+43.19249, -77.62015
43°11'33" N, 77°37'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 104 over GENESEE RIVER, BRIDGE VI
Structure number:000000001014830
Location:JCT RTE 104 + GENESEE R
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:299.9 ft. [91.4 m]
Total length:972.2 ft. [296.3 m]
Roadway width between curbs:89.9 ft. [27.4 m]
Deck width edge-to-edge:106.3 ft. [32.4 m]
Vertical clearance below bridge:147.6 ft. [45.0 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1970
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:77,101 [as of 2014]
Truck traffic:3% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:61.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$54,711,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactorySatisfactoryGood7710161.0
November 2014FairSatisfactorySatisfactoryGood7609061.0
November 2012FairSatisfactorySatisfactoryGood7610061.0
December 2010FairSatisfactoryGoodGood7609061.0
October 2008FairSatisfactoryGoodGood4838761.0
December 2006FairSatisfactoryGoodVery Good4823261.0
December 2004FairFairGoodVery Good4823259.0
December 2002FairFairVery GoodVery Good4702959.0
December 2000GoodExcellentVery GoodVery Good7187360.0
December 1998FairFairFairSatisfactory7187324.2
December 1996PoorPoorPoorPoor661779.0
November 1994PoorPoorPoorPoor6364032.0
November 1992PoorPoorPoorPoor6364032.0
October 1990PoorPoorPoorFair6364029.8