Share:

S-1-24 over JOHNSON CREEK

Map

Coordinates:
+34.31825, -82.49913
34°19'06" N, 82°29'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-1-24 over JOHNSON CREEK
Structure number:000000000001984
Old structure number:000170002400100 (from 1992 edition)
Location:2.7MI NE ANTREVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:14.1 ft. [4.3 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1954
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:Poor
Status:Posted for load [P]
Average daily traffic:400 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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: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 assessed or calculated scour condition. [5]
Sufficiency rating:39.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$353,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorSatisfactorySatisfactoryPoor40039.7
October 2017PoorSatisfactorySatisfactoryPoor40039.7
October 2016PoorSatisfactorySatisfactoryPoor37539.8
October 2015PoorSatisfactorySatisfactoryPoor45038.6
October 2014PoorSatisfactorySatisfactoryPoor37540.0
October 2013PoorSatisfactorySatisfactoryPoor40040.0
October 2012PoorSatisfactorySatisfactoryPoor37540.0
October 2011FairFairFairFair42551.1
October 2010PoorFairFairPoor37539.0
September 2009FairFairFairFair42551.1
August 2008FairFairFairFair42551.1
September 2007FairFairFairFair37552.1
September 2006FairFairFairFair55051.1
October 2005FairSatisfactorySatisfactorySatisfactory50062.1
October 1999FairGoodGoodFair50052.3
September 1991GoodVery GoodVery GoodVery Good30062.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach2501807
Reinforced Concrete Pier Caplinear ft.128128000
Bearings
Other Bearingeach50500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.112112000
Deck
Reinforced Concrete Slabsq. ft.1,4281,428000