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SR 86 over PENDLETON CREEK

Map

Coordinates:
+32.15173, -82.21160
32°09'06" N, 82°12'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 86 over PENDLETON CREEK
Structure number:000000027900190
Location:8 MI E OF LYONS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:36.1 ft. [11.0 m]
Total length:324.2 ft. [98.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:9
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,070 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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: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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:63.8
Estimated cost of work:$1,899,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactoryGoodSatisfactory107063.8
July 2015FairGoodGoodSatisfactory107063.8
July 2013FairGoodGoodSatisfactory107063.8
July 2011FairGoodGoodSatisfactory44070.2
August 2009FairGoodGoodSatisfactory49070.2
June 2007FairGoodGoodSatisfactory51070.2
June 2005GoodGoodGoodGood48070.2
July 2003GoodGoodGoodGood50070.2
October 2001GoodGoodGoodGood50070.2
October 1999GoodGoodGoodGood40071.2
July 1997GoodGoodGoodGood30071.3
April 1995GoodGoodGoodGood30070.3
June 1993GoodGoodGoodGood27070.3
June 1991GoodGoodGoodGood27070.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,2961,296000
Deck
Reinforced Concrete Top Flangesq. ft.9,81909,81900
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Pier Walllinear ft.2020000
Reinforced Concrete Abutmentlinear ft.5454000
Steel Pileeach2424000
Steel Protective Coatingsq. ft.1,5261,526000
Reinforced Concrete Pier Caplinear ft.184184000
Joints
Pourable Jointlinear ft.19215602412
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.648643500