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RTE 20 over CAZENOVIA CREEK

Map

Coordinates:
+42.81531, -78.69690
42°48'55" N, 78°41'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 20 over CAZENOVIA CREEK
Structure number:000000001015520
Location:0.7 MI S JCT RTS 20 + 16
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:138.8 ft. [42.3 m]
Total length:831.1 ft. [253.3 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1968
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Concrete continuous [2]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,000 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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:73.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$31,874,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairFairSatisfactory2500073.7
November 2015FairFairFairFair2230774.1
September 2013FairFairFairFair2230774.0
September 2011FairFairFairFair2220058.5
November 2010FairGoodSatisfactoryGood2183589.7
September 2008GoodGoodGoodGood2199089.6
August 2006GoodGoodGoodGood2193389.6
August 2004FairSatisfactorySatisfactorySatisfactory2183589.7
May 2002FairSatisfactorySatisfactorySatisfactory2178788.6
May 2000FairSatisfactorySatisfactorySatisfactory2178784.5
May 1998FairSatisfactorySatisfactorySatisfactory1397785.7
April 1996PoorPoorPoorPoor1382757.6
May 1994PoorPoorPoorPoor1417957.2
May 1992PoorPoorPoorPoor1943155.8
August 1990PoorPoorPoorPoor1698656.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.50,244050,179650
Wearing Surfacessq. ft.46,508041,8594,6490
Superstructure
Reinforced Concrete Archlinear ft.1,25001,0551950
Reinforced Concrete Floor Beamlinear ft.2,5121,3631,088610
Substructure
Reinforced Concrete Columneach1601600
Reinforced Concrete Pier Walllinear ft.4900466240
Reinforced Concrete Abutmentlinear ft.1401043600
Reinforced Concrete Pile Cap/Footinglinear ft.7807800
Reinforced Concrete Pier Caplinear ft.2200198220
Joints
Compression Jointlinear ft.365003650
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,66001,595650
Steel Protective Coatingsq. ft.3,32402,9920332
Reinforced Concrete Bridge Raillinear ft.1,660001,6600