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RTE 22 over LITTLE AUSABLE R.

Map

Coordinates:
+44.57796, -73.52666
44°34'41" N, 73°31'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 22 over LITTLE AUSABLE R.
Structure number:000000001017260
Location:0.1 MI S JCT RTS 22 + 22B
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:123.7 ft. [37.7 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,332 [as of 2018]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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:94.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,125,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryVery GoodGood733294.2
July 2016FairSatisfactoryVery GoodVery Good634294.5
July 2014FairSatisfactoryVery GoodVery Good564295.8
August 2012FairSatisfactoryVery GoodVery Good630095.6
August 2010GoodGoodVery GoodVery Good392196.5
July 2008GoodGoodVery GoodVery Good396496.5
July 2006GoodGoodVery GoodVery Good777594.0
August 2004GoodGoodVery GoodVery Good777594.0
June 2002GoodGoodVery GoodVery Good777595.0
May 2000GoodVery GoodVery GoodVery Good777595.0
September 1998GoodGoodVery GoodVery Good751895.1
June 1996FairFairSatisfactorySatisfactory723095.2
June 1994FairSatisfactoryVery GoodSatisfactory690296.4
August 1992FairSatisfactoryVery GoodSatisfactory539184.0
July 1990FairSatisfactoryVery GoodSatisfactory686683.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.625625000
Steel Protective Coatingsq. ft.15,53013,6271,55328070
Deck
Reinforced Concrete Decksq. ft.6,0975,87402230
Wearing Surfacessq. ft.5,1345,134000
Joints
Compression Jointlinear ft.106105100
Bearings
Movable Bearingeach55000
Steel Protective Coatingsq. ft.3123440
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.31180130
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.257257000
Steel Protective Coatingsq. ft.1,4481,19625002