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S-3-336 over TRIB-DUCK CREEK

Map

Coordinates:
+32.99598, -81.28066
32°59'46" N, 81°16'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-3-336 over TRIB-DUCK CREEK
Structure number:000000000005452
Old structure number:000370033600100 (from 1992 edition)
Location:2MI SE ALLENDALE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 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:1969
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:2
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:360 [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:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:30.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$225,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorSatisfactorySatisfactorySerious36030.3
May 2017PoorSatisfactorySatisfactorySerious36030.3
May 2016PoorSatisfactorySatisfactoryPoor36044.6
May 2015PoorFairFairPoor36043.6
May 2014PoorFairFairPoor36043.6
June 2013PoorFairFairPoor36043.6
May 2012PoorFairFairPoor36043.6
June 2011PoorGoodGoodPoor36044.6
July 2010PoorGoodGoodPoor36044.6
July 2009PoorGoodGoodPoor36044.6
July 2008PoorGoodGoodPoor36044.6
July 2007FairGoodGoodFair36057.7
July 2006FairGoodGoodFair36057.7
July 2005FairGoodGoodFair36057.7
June 1999FairVery GoodVery GoodFair36057.9
April 1991GoodVery GoodVery GoodGood2073.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach1510104
Reinforced Concrete Pier Caplinear ft.8381110
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3030000
Deck
Reinforced Concrete Slabsq. ft.82546136400