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US 401 over SCAPE ORE SWAMP

Map

Coordinates:
+34.03547, -80.26873
34°02'08" N, 80°16'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 401 over SCAPE ORE SWAMP
Structure number:000000000000881
Old structure number:003120040100100 (from 1992 edition)
Location:SUMTER CO LN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:24.9 ft. [7.6 m]
Total length:275.9 ft. [84.1 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:10
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,850 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:49.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,436,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorPoorFairPoor185049.3
July 2016PoorPoorFairPoor160049.5
July 2014PoorPoorFairPoor160049.5
August 2012PoorPoorFairPoor145049.6
August 2010PoorPoorFairPoor145049.6
August 2009PoorPoorFairPoor125049.7
July 2008PoorPoorFairPoor165049.4
August 2007PoorSatisfactorySatisfactoryPoor160052.5
August 2006PoorPoorFairPoor165049.4
November 2005PoorPoorFairPoor175049.4
September 1998PoorSatisfactorySatisfactoryPoor190033.8
September 1990FairSatisfactorySatisfactorySatisfactory147986.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,38008625180
Deck
Reinforced Concrete Decksq. ft.6,2386,13801000
Substructure
Steel Columneach30030
Prestressed Concrete Columneach60243510
Timber Pileeach602517117
Reinforced Concrete Pier Caplinear ft.288278550
Timber Pier Caplinear ft.371036263
Joints
Pourable Jointlinear ft.46635011600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.552552000
Reinforced Concrete Bridge Raillinear ft.552544800
Deck
Reinforced Concrete Slabsq. ft.6,6243,6652,5653940