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S-1-195 over SHANKLIN CREEK

Map

Coordinates:
+34.17320, -82.51950
34°10'24" N, 82°31'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-1-195 over SHANKLIN CREEK
Structure number:000000000003146
Old structure number:000170019500100 (from 1992 edition)
Location:8.0MI W ABBEVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:69.9 ft. [21.3 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:180 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodVery GoodVery Good180100.0
October 2016GoodVery GoodVery GoodVery Good180100.0
October 2014GoodVery GoodVery GoodVery Good180100.0
October 2013GoodVery GoodVery GoodVery Good180100.0
October 2012PoorSatisfactorySatisfactoryPoor18049.2
October 2011PoorSatisfactorySatisfactoryPoor18049.2
November 2010PoorSatisfactorySatisfactoryPoor18049.2
September 2009PoorSatisfactorySatisfactoryPoor18049.2
September 2008PoorSatisfactorySatisfactoryPoor18049.2
October 2007PoorSatisfactorySatisfactoryPoor17349.2
October 2006PoorSatisfactorySatisfactoryPoor17049.2
October 2005PoorSatisfactorySatisfactoryPoor13049.2
October 1999PoorSatisfactorySatisfactoryPoor11049.4
October 1991GoodGoodGoodGood9073.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Pileeach3232000
Reinforced Concrete Pier Caplinear ft.144144000
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.280280000
Deck
Reinforced Concrete Slabsq. ft.5,0405,040000