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RTE 76 over ALDER BOTTM CREEK

Map

Coordinates:
+42.07924, -79.57532
42°04'45" N, 79°34'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 76 over ALDER BOTTM CREEK
Structure number:000000001029970
Location:.4 MI N JCT SH 76 & SH474
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:875 [as of 2016]
Truck traffic:19% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:80.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$490,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactoryGood87580.7
June 2015FairSatisfactoryGoodGood69488.1
June 2013FairSatisfactoryGoodVery Good69489.7
June 2011FairSatisfactoryGoodVery Good80083.7
May 2009GoodGoodGoodVery Good82383.7
November 2007GoodGoodVery GoodVery Good82383.7
October 2005GoodGoodVery GoodVery Good115982.2
September 2003GoodVery GoodVery GoodGood267978.6
April 2001GoodVery GoodVery GoodGood267978.4
April 1999GoodVery GoodVery GoodGood75682.8
May 1997FairSatisfactorySatisfactorySatisfactory75482.8
November 1995FairFairFairFair75471.5
March 1995PoorPoorPoorFair75453.0
May 1993PoorPoorPoorFair67160.7
May 1991FairFairFairFair59577.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1960161350
Deck
Reinforced Concrete Top Flangesq. ft.921091380
Wearing Surfacessq. ft.8377538400
Substructure
Reinforced Concrete Abutmentlinear ft.68343400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6262000
Steel Protective Coatingsq. ft.209020900