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RTE 20 over CAYUGA CREEK

Map

Coordinates:
+42.90144, -78.68512
42°54'05" N, 78°41'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 20 over CAYUGA CREEK
Structure number:000000001015570
Location:0.6 MI E JCT US20&NY130
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:124.7 ft. [38.0 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:72.2 ft. [22.0 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:2002
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:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,729 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,194,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016GoodGoodVery GoodVery Good1672996.6
August 2014GoodGoodVery GoodVery Good2027496.1
June 2012GoodGoodVery GoodVery Good1890096.3
June 2010GoodExcellentExcellentVery Good1891796.3
September 2008GoodExcellentExcellentVery Good1625596.7
October 2006GoodExcellentExcellentVery Good1571096.8
April 2004GoodExcellentExcellentExcellent1490196.9
November 2002GoodExcellentExcellentExcellent1490123.1
June 2001PoorPoorCriticalPoor1490116.3
August 2000PoorPoorImminent FailureSerious1490114.3
July 1999PoorPoorImminent FailureSerious1409515.0
May 1998PoorPoorImminent FailureSerious1394315.1
April 1997PoorPoorSeriousFair1394315.1
September 1996PoorSeriousSeriousPoor1394313.2
May 1995PoorSeriousSeriousPoor1392913.0
July 1994PoorSeriousSeriousPoor139292.0
May 1993PoorSeriousSeriousPoor139292.0
May 1992PoorPoorSeriousPoor141362.0
April 1991PoorPoorSeriousPoor137452.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,0401,040000
Steel Protective Coatingsq. ft.12,493011,2431,2500
Deck
Reinforced Concrete Decksq. ft.7,6837686,1477680
Substructure
Reinforced Concrete Abutmentlinear ft.160158020
Joints
Compression Jointlinear ft.6006000
Bearings
Elastomeric Bearingeach160880
Steel Protective Coatingsq. ft.64048160
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.268268000
Steel Protective Coatingsq. ft.1,7851,785000