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CR 26 over GENESEE RIVER

Map

Coordinates:
+42.34322, -78.10319
42°20'36" N, 78°06'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 26 over GENESEE RIVER
Structure number:000000003330740
Location:0.5 MI.E.OF BELFAST
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:143.7 ft. [43.8 m]
Total length:293.0 ft. [89.3 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:County Highway Agency [02]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:989 [as of 2018]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:97.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,009,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactoryGoodSatisfactory98997.6
August 2016FairSatisfactoryGoodSatisfactory157998.4
August 2014FairSatisfactoryGoodSatisfactory157996.4
July 2012FairSatisfactoryGoodFair158084.3
August 2010FairSatisfactoryVery GoodFair190384.1
October 2008FairSatisfactoryVery GoodFair151684.3
October 2006FairSatisfactoryVery GoodFair157984.3
September 2004FairSatisfactoryVery GoodFair190385.2
September 2002FairSatisfactoryVery GoodFair122985.5
October 2000FairSatisfactoryVery GoodVery Good122996.5
September 1998FairSatisfactoryVery GoodVery Good109496.6
October 1996FairFairVery GoodSatisfactory109497.6
October 1994FairFairVery GoodSatisfactory80095.7
October 1992FairFairVery GoodSatisfactory80095.7
October 1990FairFairVery GoodSatisfactory80090.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1521,150200
Steel Protective Coatingsq. ft.18,97818,79018800
Deck
Reinforced Concrete Decksq. ft.10,3989,35801,0400
Wearing Surfacessq. ft.9,79209,717750
Substructure
Reinforced Concrete Pier Walllinear ft.2202200
Reinforced Concrete Abutmentlinear ft.135686700
Reinforced Concrete Pile Cap/Footinglinear ft.2602600
Reinforced Concrete Pier Caplinear ft.3634020
Joints
Pourable Jointlinear ft.7200720
Bearings
Movable Bearingeach80800
Steel Protective Coatingsq. ft.6406400
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.3232000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5785630150
Steel Protective Coatingsq. ft.3,4902,79269800