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S-18-86 over TRIB INDIAN FIELD SWP

Map

Coordinates:
+33.23617, -80.59326
33°14'10" N, 80°35'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-18-86 over TRIB INDIAN FIELD SWP
Structure number:000000000001821
Old structure number:001870008600200 (from 1992 edition)
Location:3.5 MI NW ST GEORGE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:14.1 ft. [4.3 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1951
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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:450 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:69.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory45069.9
April 2016FairSatisfactorySatisfactorySatisfactory37570.9
May 2015FairSatisfactorySatisfactorySatisfactory40071.1
May 2014FairSatisfactorySatisfactorySatisfactory60070.0
May 2013FairSatisfactorySatisfactorySatisfactory55070.0
June 2012FairSatisfactorySatisfactorySatisfactory55070.0
May 2011FairSatisfactoryGoodSatisfactory60070.0
July 2010FairGoodGoodSatisfactory55070.0
June 2009FairGoodGoodSatisfactory60070.0
June 2008FairGoodGoodSatisfactory60070.0
June 2007FairGoodGoodSatisfactory65069.9
May 2006GoodGoodGoodGood60070.0
February 2005GoodGoodGoodGood60067.0
February 1999GoodVery GoodVery GoodGood50067.2
April 1990GoodVery GoodVery GoodGood70065.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach1513020
Reinforced Concrete Pier Caplinear ft.7776010
Joints
Pourable Jointlinear ft.2626000
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5651500
Deck
Reinforced Concrete Slabsq. ft.71453318100