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RTE 193 over N BRN SANDY CREEK

Map

Coordinates:
+43.75495, -76.16580
43°45'18" N, 76°09'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 193 over N BRN SANDY CREEK
Structure number:000000001039750
Location:1.7 MI E JCT SH3 & SH193
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:239.8 ft. [73.1 m]
Total length:245.1 ft. [74.7 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1949
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:621 [as of 2016]
Truck traffic:13% of total traffic
Deck condition:Fair [5 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: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:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:79.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,077,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairFair62179.9
May 2016FairFairSatisfactoryFair62479.9
August 2014FairFairSatisfactoryFair38980.9
August 2012FairFairSatisfactorySatisfactory39091.9
August 2010FairFairSatisfactorySatisfactory52390.9
July 2008FairSatisfactoryGoodVery Good51791.9
August 2006FairSatisfactoryGoodVery Good52391.9
November 2004FairSatisfactoryGoodVery Good52391.9
November 2002GoodGoodGoodVery Good51391.9
November 2000FairSatisfactoryGoodVery Good95585.5
September 1998FairSatisfactoryGoodGood62091.9
October 1996FairSatisfactoryFairFair57680.8
October 1994FairSatisfactoryFairFair57680.8
October 1992FairVery GoodFairSatisfactory31878.9
April 1991PoorPoorPoorPoor31843.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,200720456240
Steel Protective Coatingsq. ft.7,1047,104000
Deck
Reinforced Concrete Decksq. ft.7,10507,085200
Superstructure
Steel Trusslinear ft.480048000
Steel Protective Coatingsq. ft.16,09415,99401000
Steel Floor Beamlinear ft.363036300
Steel Protective Coatingsq. ft.3,3173,312500
Steel Gusset Plateeach72501660
Substructure
Reinforced Concrete Abutmentlinear ft.8808260
Bearings
Movable Bearingeach33000
Steel Protective Coatingsq. ft.1212000
Fixed Bearingeach33000
Steel Protective Coatingsq. ft.1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.980980000
Steel Protective Coatingsq. ft.2,27502,27500