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US-68 over CHAPLIN RIVER

Map

Coordinates:
+37.65028, -84.95139
37°39'01" N, 84°57'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-68 over CHAPLIN RIVER
Structure number:011B00042N
Old structure number:011*0068*B0042 (from 1992 edition)
Location:B/T E&W JCT's W/U.S.150
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:33.1 ft. [10.1 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,294 [as of 2016]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:68.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$436,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryFair129468.2
October 2016FairFairSatisfactoryFair127767.2
October 2014FairFairSatisfactorySatisfactory127781.3
October 2012FairFairSatisfactorySatisfactory136078.3
October 2010FairFairSatisfactoryFair134067.1
October 2008FairFairSatisfactoryFair132067.2
October 2006FairFairSatisfactoryFair128068.0
February 2006FairFairSatisfactoryFair148768.0
October 2002FairSatisfactorySatisfactorySatisfactory133878.8
October 2000FairSatisfactorySatisfactorySatisfactory133876.7
October 1998FairSatisfactorySatisfactorySatisfactory133876.7
October 1996FairSatisfactorySatisfactorySatisfactory114976.9
October 1994FairSatisfactorySatisfactorySatisfactory117174.9
October 1992GoodGoodGoodGood117174.9
October 1990GoodGoodGoodGood117174.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.69363745110
Deck
Reinforced Concrete Top Flangesq. ft.3,5942,87771700
Wearing Surfacessq. ft.2,37602,37600
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.973449140
Reinforced Concrete Pile Cap/Footinglinear ft.198198000
Reinforced Concrete Pier Caplinear ft.74410330
Joints
Pourable Jointlinear ft.6000060
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.198191700