S-5-385 over SMITH BRANCH


+33.08652, -80.88432
33°05'11" N, 80°53'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-5-385 over SMITH BRANCH
Structure number:000000000002907
Old structure number:000570038500100 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1959
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:3
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: April 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:126 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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: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:48.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$246,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorFairFairPoor12648.2
April 2016PoorFairFairPoor12648.2
April 2015PoorFairFairPoor12648.1
April 2014PoorFairFairPoor12648.1
May 2013PoorFairFairPoor12648.1
April 2012PoorFairFairPoor12648.1
May 2011PoorGoodGoodPoor12649.2
May 2010PoorGoodGoodPoor12649.2
June 2009PoorGoodGoodPoor12649.2
June 2008PoorGoodGoodPoor12649.2
May 2007PoorGoodGoodPoor12649.2
May 2006FairGoodGoodFair13062.2
June 2005FairGoodGoodFair12062.2
May 1999FairVery GoodVery GoodSatisfactory6073.4
March 1991GoodVery GoodVery GoodGood5073.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Pileeach207265
Reinforced Concrete Pier Caplinear ft.108010800
Reinforced Concrete Slabsq. ft.1,21501,21500