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RTE 248 over BENNETT CREEK

Map

Coordinates:
+42.08023, -77.66924
42°04'49" N, 77°40'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 248 over BENNETT CREEK
Structure number:000000001043150
Location:0.4 MI SW OF REXVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.0 ft. [6.4 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:2012
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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:359 [as of 2016]
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: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 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 the assessed or calculated scour condition. [8]
Sufficiency rating:97.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$431,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairSatisfactoryGoodSatisfactory35997.6
November 2014FairVery GoodGoodSatisfactory33697.7
October 2012FairVery GoodVery GoodSatisfactory34097.7
November 2010FairSatisfactorySatisfactoryGood33697.7
December 2008FairGoodSatisfactoryGood33998.7
December 2006FairGoodSatisfactoryGood37098.6
November 2004FairGoodSatisfactoryGood37098.6
November 2003FairGoodSatisfactoryGood29698.9
November 2002FairGoodSatisfactoryGood28598.9
October 2001FairGoodSatisfactoryGood28598.9
November 2000GoodGoodVery GoodGood28598.9
November 1999GoodGoodVery GoodGood28598.9
November 1998GoodVery GoodVery GoodGood29752.6
February 1997Poor-SeriousSerious28323.4
February 1996Poor-SeriousSerious28339.7
March 1995Poor-SeriousSerious28340.0
May 1994Poor-SeriousPoor74638.9
June 1993Poor-SeriousPoor27540.0
April 1992Poor-SeriousPoor27538.0
April 1991Poor-SeriousPoor32039.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.280280000
Deck
Reinforced Concrete Decksq. ft.743743000
Wearing Surfacessq. ft.6776631400
Substructure
Reinforced Concrete Abutmentlinear ft.72581400
Bearings
Elastomeric Bearingeach2222000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4444000
Steel Protective Coatingsq. ft.230230000