S-1-140 over GILL CREEK


+34.17666, -82.59522
34°10'36" N, 82°35'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-1-140 over GILL CREEK
Structure number:000000000004913
Old structure number:000170014000100 (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:26.2 ft. [8.0 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1967
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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:126 [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:Fair [5 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:67.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryFair12667.2
October 2017FairSatisfactorySatisfactoryFair12667.2
October 2016FairSatisfactorySatisfactoryFair12667.2
October 2015FairSatisfactorySatisfactoryFair12667.2
October 2014FairSatisfactorySatisfactoryFair12667.2
October 2013FairSatisfactorySatisfactoryFair12667.2
October 2012FairSatisfactorySatisfactoryFair12667.2
September 2011FairSatisfactorySatisfactorySatisfactory12677.2
November 2010FairSatisfactorySatisfactorySatisfactory12677.2
September 2009FairSatisfactorySatisfactorySatisfactory12677.2
September 2008FairSatisfactorySatisfactorySatisfactory12677.2
October 2007FairSatisfactorySatisfactorySatisfactory12677.2
October 2006FairSatisfactorySatisfactorySatisfactory13077.2
October 2005FairSatisfactorySatisfactorySatisfactory12077.2
October 1999FairSatisfactorySatisfactoryVery Good4078.4
October 1991GoodVery GoodVery GoodVery Good3078.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Pileeach2001523
Reinforced Concrete Pier Caplinear ft.110110000
Other Bearingeach40400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Reinforced Concrete Slabsq. ft.1,2421,242000