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CR 193 over BALLYHACK CREEK

Map

Coordinates:
+42.17268, -75.82068
42°10'22" N, 75°49'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 193 over BALLYHACK CREEK
Structure number:000000003350090
Location:0.7 MI NE OF PORT CRANE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:28.9 ft. [8.8 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Skew angle:50°
Owner:County Highway Agency [02]
Year built:1960
Year reconstructed:1993
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,226 [as of 2018]
Truck traffic:5% of total traffic
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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:93.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$289,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2018Good7 out of 10122693.3
May 2016Good7 out of 10134394.2
May 2014Good7 out of 10134794.2
May 2012Good7 out of 10116077.7
April 2010FairN out of 10114977.7
April 2008FairN out of 10114997.8
May 2006FairN out of 10115296.8
April 2004FairN out of 10116696.8
April 2002FairN out of 10116696.8
March 2000Good8 out of 10116696.8
May 1998GoodN out of 10116696.8
August 1996Fair5 out of 10116686.7
August 1994Fair5 out of 10116685.7
July 1992Poor4 out of 10116664.4
April 1990Poor4 out of 10116664.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pile Cap/Footinglinear ft.110106400
Culvert
Steel Culvertlinear ft.5453100
Steel Protective Coatingsq. ft.1,1771,11829030
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5858000
Steel Protective Coatingsq. ft.2142031100