+38.49194, -84.11139
38°29'31" N, 84°06'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-62 over NO.BR. CEDAR CREEK
Structure number:101B00006N
Old structure number:101*0062*B0006 (from 1992 edition)
Location:.10 MI WEST OF JCT KY 617
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:36.1 ft. [11.0 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1932
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:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:548 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:64.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$211,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairFair54864.7
May 2016FairFairFairFair54865.9
May 2014FairFairFairFair58065.9
May 2012FairFairFairFair55065.9
May 2010FairFairFairFair54065.9
May 2008FairFairFairFair53365.9
August 2006FairFairFairFair52665.9
July 2005FairFairFairFair51365.9
June 2002FairFairFairFair39665.9
May 2000FairSatisfactoryFairSatisfactory39666.9
April 1998FairGoodFairSatisfactory39666.9
April 1996FairGoodFairSatisfactory39666.9
May 1994FairVery GoodFairSatisfactory33060.7
May 1992FairVery GoodFairSatisfactory33060.7
April 1990FairGoodFairSatisfactory33060.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.29625212302
Reinforced Concrete Top Flangesq. ft.1,6951,6702500
Wearing Surfacessq. ft.1,47301,47300
Reinforced Concrete Columneach20200
Reinforced Concrete Pier Walllinear ft.2017300
Reinforced Concrete Abutmentlinear ft.10395800
Reinforced Concrete Pile Cap/Footinglinear ft.1240114100
Reinforced Concrete Pier Caplinear ft.2702142
Pourable Jointlinear ft.2700027
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.156152400