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US-150 over BALLS FORK BRANCH

Map

Coordinates:
+37.61750, -84.73111
37°37'03" N, 84°43'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-150 over BALLS FORK BRANCH
Structure number:011B00040R
Old structure number:011*0150*B0040P (from 1992 edition)
Location:EBL .1 MI.E JCT US150BY
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:41.0 ft. [12.5 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1971
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,294 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:97.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodGoodSatisfactory629497.7
October 2016FairGoodGoodSatisfactory599997.7
October 2014FairGoodGoodSatisfactory640297.7
October 2012GoodGoodGoodGood590099.7
October 2010FairGoodFairSatisfactory705088.2
October 2008FairVery GoodFairSatisfactory695088.3
October 2006FairVery GoodFairSatisfactory1360086.5
October 2004FairFairFairSatisfactory1312886.6
October 2002FairFairFairSatisfactory878987.0
October 2000FairFairFairGood878985.0
October 1998FairSatisfactorySatisfactoryGood878997.2
October 1996FairSatisfactorySatisfactoryGood878997.2
October 1994FairSatisfactorySatisfactoryVery Good355597.7
October 1992FairSatisfactorySatisfactoryVery Good355597.7
October 1990FairSatisfactoryGoodVery Good355597.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.7927553430
Deck
Reinforced Concrete Decksq. ft.5,8055,805000
Wearing Surfacessq. ft.5,3435,3162700
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.86681530
Reinforced Concrete Pier Caplinear ft.8280200
Joints
Compression Jointlinear ft.86711500
Bearings
Elastomeric Bearingeach3636000
Bridge Rail
Other Material Bridge Raillinear ft.270269010