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LONG BRANCH RD over LONG BRANCH

Map

Coordinates:
+37.68028, -84.49944
37°40'49" N, 84°29'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LONG BRANCH RD over LONG BRANCH
Structure number:040C00045N
Location:1 MI N KY 1131
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:56.8 ft. [17.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span 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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:154 [as of 2014]
Truck traffic:7% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:84.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$181,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactorySatisfactory15484.4
November 2015FairGoodGoodSatisfactory15484.4
November 2013FairGoodGoodSatisfactory15486.4
November 2011FairSatisfactorySatisfactorySatisfactory15486.4
November 2009FairSatisfactorySatisfactorySatisfactory15486.4
October 2007FairSatisfactorySatisfactorySatisfactory15786.4
November 2005FairSatisfactorySatisfactorySatisfactory10586.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3602733300
Deck
Prestressed Concrete Top Flangesq. ft.1,4701,30216800
Substructure
Reinforced Concrete Abutmentlinear ft.88672100
Reinforced Concrete Pile Cap/Footinglinear ft.6867100
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000
Steel Protective Coatingsq. ft.600600000