Share:

S-1-341 over HAMMOND BRANCH

Map

Coordinates:
+34.13631, -82.39486
34°08'11" N, 82°23'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-1-341 over HAMMOND BRANCH
Structure number:000000000005647
Old structure number:000170034100100 (from 1992 edition)
Location:3.0 MI SW ABBEVILLE
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:26.2 ft. [8.0 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1970
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:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 desirable criteria [8]
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:77.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodGoodSatisfactory15077.2
October 2017FairGoodGoodSatisfactory15077.2
October 2016FairGoodGoodSatisfactory15077.2
October 2015FairGoodGoodSatisfactory15077.2
October 2014FairGoodGoodSatisfactory15077.2
October 2013FairGoodGoodSatisfactory15077.2
October 2012FairGoodGoodSatisfactory15077.2
October 2011FairSatisfactorySatisfactorySatisfactory15077.2
December 2010FairSatisfactorySatisfactorySatisfactory15077.2
September 2009FairSatisfactorySatisfactorySatisfactory15077.2
October 2008FairSatisfactorySatisfactorySatisfactory15077.2
October 2007FairSatisfactorySatisfactorySatisfactory14477.2
October 2006FairSatisfactorySatisfactorySatisfactory14077.2
October 2005FairSatisfactorySatisfactorySatisfactory10078.2
October 1999GoodGoodGoodGood6078.4
October 1991GoodGoodGoodVery Good5078.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach2001901
Reinforced Concrete Pier Caplinear ft.110105500
Bearings
Other Bearingeach40400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Deck
Reinforced Concrete Slabsq. ft.1,2381,238000