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RTE 193 over SOUTH SANDY CREEK

Map

Coordinates:
+43.73244, -76.13408
43°43'57" N, 76°08'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 193 over SOUTH SANDY CREEK
Structure number:000000001039760
Location:.2 MI. E JCT193&289
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:114.8 ft. [35.0 m]
Total length:119.1 ft. [36.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:1989
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:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:991 [as of 2014]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:63.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,746,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodFairFair99163.4
August 2015FairGoodFairFair100463.4
July 2013FairGoodSatisfactoryFair100463.4
July 2011FairGoodSatisfactorySatisfactory83075.6
July 2009FairVery GoodSatisfactorySatisfactory85575.6
August 2007FairVery GoodGoodSatisfactory85575.6
August 2005FairVery GoodGoodSatisfactory117775.4
June 2003FairGoodGoodSatisfactory117775.4
August 2001FairGoodGoodSatisfactory95575.5
August 1999FairGoodSatisfactorySatisfactory97875.5
September 1997FairGoodGoodFair127164.3
July 1995PoorSatisfactorySatisfactoryPoor127148.0
July 1993PoorVery GoodSatisfactoryPoor100048.2
October 1991FairVery GoodSatisfactoryFair100162.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.690502144440
Steel Protective Coatingsq. ft.3,1623,162000
Deck
Reinforced Concrete Decksq. ft.3,1183,118000
Wearing Surfacessq. ft.2,8782,878000
Superstructure
Steel Trusslinear ft.233231200
Steel Protective Coatingsq. ft.3,5453,5202500
Steel Floor Beamlinear ft.2885523300
Steel Protective Coatingsq. ft.2,4652,465000
Steel Gusset Plateeach36161910
Steel Protective Coatingsq. ft.700700000
Substructure
Reinforced Concrete Abutmentlinear ft.84621840
Reinforced Concrete Pile Cap/Footinglinear ft.8484000
Joints
Compression Jointlinear ft.6464000
Bearings
Movable Bearingeach20020
Steel Protective Coatingsq. ft.66000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.60600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3602709000
Steel Protective Coatingsq. ft.1,22358563800