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US - 150 over BALLS FORK BRANCH

Map

Coordinates:
+37.61742, -84.73105
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:011B00040L
Location:WBL .1M E-OF E-JCT US150B
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:43.0 ft. [13.1 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:39.4 ft. [12.0 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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,999 [as of 2014]
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]
Operating rating:90.3 tons [82.1 metric tons]
Inventory rating:54.2 tons [49.3 metric tons]
Sufficiency rating:97.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201697.7FairGoodGoodSatisfactory-5999
October 201497.7FairGoodGoodSatisfactory-6402
October 201299.7GoodGoodGoodGood-5900
October 201088.2FairGoodFairSatisfactory-7050
October 200888.3FairVery GoodFairSatisfactory-6950
October 200686.5FairVery GoodFairSatisfactory-13600
October 200484.5PoorPoorFairSatisfactorySD13128

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.7927734150
Deck
Reinforced Concrete Decksq. ft.5,7115,58396320
Wearing Surfacessq. ft.5,1875,05996320
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.86741110
Reinforced Concrete Pier Caplinear ft.8282000
Joints
Compression Jointlinear ft.8608600
Bearings
Elastomeric Bearingeach3636000
Bridge Rail
Other Material Bridge Raillinear ft.264264000