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S-18-163 over TRIB TO FISHBURNE CRK

Map

Coordinates:
+32.91984, -80.29654
32°55'11" N, 80°17'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-18-163 over TRIB TO FISHBURNE CRK
Structure number:000000000002719
Old structure number:001870016300300 (from 1992 edition)
Location:6.5 MI W SUMR'VL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:14.1 ft. [4.3 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1997
Historic significance:Historical significance is not determinable at this time [4]
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:660 [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: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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:65.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory66065.1
April 2016FairSatisfactorySatisfactorySatisfactory66065.1
April 2015FairSatisfactorySatisfactorySatisfactory66065.5
May 2014FairSatisfactorySatisfactorySatisfactory66065.5
May 2013FairSatisfactorySatisfactorySatisfactory66065.5
June 2012FairSatisfactorySatisfactorySatisfactory66065.5
June 2011FairSatisfactorySatisfactorySatisfactory66065.5
July 2010FairSatisfactorySatisfactorySatisfactory66065.5
June 2009FairSatisfactorySatisfactorySatisfactory66065.5
May 2008FairSatisfactorySatisfactorySatisfactory66065.5
May 2007FairSatisfactorySatisfactorySatisfactory63365.5
May 2006FairSatisfactorySatisfactorySatisfactory61065.5
January 2005GoodGoodGoodGood12070.2
January 1999GoodVery GoodVery GoodVery Good7080.6
March 1991FairSatisfactoryFairFair5043.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach1514010
Reinforced Concrete Pier Caplinear ft.7572030
Bearings
Elastomeric Bearingeach33000
Deck
Reinforced Concrete Slabsq. ft.7006300700