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SC 3 over KING CREEK

Map

Coordinates:
+32.87630, -81.42858
32°52'35" N, 81°25'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 3 over KING CREEK
Structure number:000000000002452
Old structure number:000340000300100 (from 1992 edition)
Location:14 MI SW OF ALLENDALE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
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:1957
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: May 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:650 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:40.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$387,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorPoorPoorPoor65040.7
May 2016PoorPoorPoorPoor70040.6
May 2015PoorPoorPoorPoor70040.6
May 2014PoorPoorPoorPoor100035.1
June 2013PoorFairFairPoor85037.3
May 2012PoorFairFairPoor65043.2
June 2011PoorFairFairPoor75043.1
June 2010PoorFairFairPoor70043.1
July 2009PoorFairFairPoor70043.1
July 2008PoorFairFairPoor90037.3
June 2007PoorFairFairPoor80037.4
June 2006PoorFairFairPoor95037.2
July 2005PoorFairFairPoor100037.2
June 1999FairSatisfactoryGoodGood75067.6
April 1991GoodGoodGoodGood37767.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach2522012
Reinforced Concrete Pier Caplinear ft.138012990
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000
Deck
Reinforced Concrete Slabsq. ft.1,650001,6500