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NOE ROAD over LOWELL CK-OF PAINT LICK

Map

Coordinates:
+37.61000, -84.42389
37°36'36" N, 84°25'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NOE ROAD over LOWELL CK-OF PAINT LICK
Structure number:040C00034N
Location:0.2 MI. W. JCT KY 52
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:18.4 ft. [5.6 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:County Highway Agency [02]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:249 [as of 2006]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:41.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$132,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactoryFairSatisfactory24941.4
November 2017FairSatisfactoryFairSatisfactory24941.4
November 2016FairSatisfactoryFairSatisfactory24941.4
November 2015FairSatisfactoryFairSatisfactory24941.4
November 2014FairSatisfactoryFairSatisfactory24941.4
November 2013FairGoodFairSatisfactory24941.4
November 2012FairGoodFairSatisfactory24941.4
November 2011FairSatisfactoryFairFair24941.4
November 2010FairSatisfactoryFairFair24941.4
November 2009FairSatisfactoryFairFair24941.4
November 2008FairSatisfactoryFairFair24941.4
October 2007PoorFairPoorSatisfactory25625.2
November 2005PoorFairPoorFair17525.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.3082840240
Deck
Reinforced Concrete Top Flangesq. ft.6165506600
Substructure
Reinforced Concrete Pier Walllinear ft.1711330
Reinforced Concrete Abutmentlinear ft.7059830
Reinforced Concrete Pile Cap/Footinglinear ft.5454000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8888000
Steel Protective Coatingsq. ft.440440000