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WEST BRANCH ROAD over INDIAN CREEK

Map

Coordinates:
+42.39231, -78.25406
42°23'32" N, 78°15'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST BRANCH ROAD over INDIAN CREEK
Structure number:000000002214940
Location:.2 MILE WEST OF RUSHFORD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:45.9 ft. [14.0 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:26°
Owner:Town or Township Highway Agency [03]
Year built:1966
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:268 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 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:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:95.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$823,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairExcellentExcellentSatisfactory26895.9
June 2015FairExcellentExcellentSatisfactory29095.8
May 2013FairExcellentExcellentSatisfactory29095.8
June 2011FairExcellentExcellentSatisfactory42095.8
June 2009FairExcellentExcellentSatisfactory42395.8
October 2008FairFairFairSatisfactory73349.1
October 2007PoorFairPoorSatisfactory73336.5
October 2006PoorFairPoorSatisfactory73336.5
November 2004PoorFairSeriousSatisfactory73324.1
October 2003PoorSatisfactoryPoorSatisfactory73346.2
October 2002PoorSatisfactoryPoorSatisfactory73347.6
November 2000PoorSatisfactoryPoorSatisfactory73347.6
November 1998FairSatisfactoryFairSatisfactory73369.5
December 1996FairFairFairFair73361.7
November 1994FairFairFairFair40067.7
October 1992FairFairFairFair40063.5
October 1991PoorFairPoorFair40047.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.376376000
Deck
Prestressed Concrete Top Flangesq. ft.1,5181,518000
Wearing Surfacessq. ft.1,4901,11837200
Substructure
Reinforced Concrete Pile Cap/Footinglinear ft.7272000
Steel Pileeach3535000
Steel Protective Coatingsq. ft.470470000
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9494000
Steel Protective Coatingsq. ft.693693000