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S-13-109 over FORK CREEK

Map

Coordinates:
+34.69367, -80.37655
34°41'37" N, 80°22'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-13-109 over FORK CREEK
Structure number:000000000007089
Old structure number:001370010900100 (from 1992 edition)
Location:3 MI N JEFFERSON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1978
Year reconstructed:1989
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:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:660 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:46.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$464,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorPoorPoorFair66046.3
October 2017PoorPoorPoorFair66046.3
October 2016PoorPoorPoorFair66046.3
October 2015PoorPoorPoorFair66046.3
October 2014PoorPoorPoorFair66046.3
October 2013FairFairFairFair66063.5
November 2012FairFairFairFair66063.5
October 2011FairFairFairFair66063.5
November 2010FairFairFairFair66063.5
October 2009FairFairFairFair66063.5
November 2008FairFairFairFair66063.5
October 2007FairFairFairFair66063.5
October 2006FairFairFairFair63063.5
October 2005FairFairFairFair12068.2
October 1999PoorPoorFairPoor6049.4
December 1991GoodGoodGoodGood3078.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach3938100
Steel Pier Caplinear ft.6000600
Reinforced Concrete Pier Caplinear ft.166016600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.150150000
Deck
Reinforced Concrete Slabsq. ft.2,07002,07000