S-1-902 over BR OF HOGSKIN CK.


+34.39394, -82.39960
34°23'38" N, 82°23'59" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-1-902 over BR OF HOGSKIN CK.
Structure number:000000000005186
Old structure number:000170090200200 (from 1992 edition)
Location:4.0 MI N DUE WEST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:240 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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: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 assessed or calculated scour condition. [5]
Sufficiency rating:72.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory24072.1
October 2017FairSatisfactorySatisfactorySatisfactory24072.1
October 2016FairSatisfactorySatisfactorySatisfactory24072.1
October 2015FairSatisfactorySatisfactorySatisfactory24072.1
October 2014FairSatisfactorySatisfactorySatisfactory24072.2
October 2013FairSatisfactorySatisfactorySatisfactory24072.2
October 2012FairSatisfactorySatisfactorySatisfactory24072.2
September 2011FairSatisfactorySatisfactorySatisfactory24072.2
December 2010FairSatisfactorySatisfactorySatisfactory24072.2
September 2009FairSatisfactorySatisfactorySatisfactory24072.2
October 2008FairSatisfactorySatisfactorySatisfactory24072.2
October 2007FairSatisfactorySatisfactorySatisfactory23072.2
September 2006FairSatisfactorySatisfactorySatisfactory22072.2
October 2005FairSatisfactorySatisfactorySatisfactory26067.7
October 1999GoodGoodGoodGood14072.4
September 1991GoodVery GoodVery GoodVery Good12072.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Pileeach2522021
Reinforced Concrete Pier Caplinear ft.138135300
Other Bearingeach50500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000
Reinforced Concrete Slabsq. ft.1,6501,650000