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S-1-902 over BR OF HOGSKIN CK.

Map

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

Facts

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.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach2522021
Reinforced Concrete Pier Caplinear ft.138135300
Bearings
Other Bearingeach50500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000
Deck
Reinforced Concrete Slabsq. ft.1,6501,650000