US - 150 over BALLS FORK BRANCH
Map
Coordinates:
+37.61778, -84.7311137°37'04" 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 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 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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Good | Satisfactory | 6294 | 97.7 |
October 2016 | Fair | Good | Good | Satisfactory | 5999 | 97.7 |
October 2014 | Fair | Good | Good | Satisfactory | 6402 | 97.7 |
October 2012 | Good | Good | Good | Good | 5900 | 99.7 |
October 2010 | Fair | Good | Fair | Satisfactory | 7050 | 88.2 |
October 2008 | Fair | Very Good | Fair | Satisfactory | 6950 | 88.3 |
October 2006 | Fair | Very Good | Fair | Satisfactory | 13600 | 86.5 |
October 2004 | Poor | Poor | Fair | Satisfactory | 13128 | 84.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 786 | 753 | 27 | 6 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,762 | 5,726 | 36 | 0 | 0 |
Wearing Surfaces | sq. ft. | 5,293 | 3,969 | 1,324 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 14 | 14 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 86 | 74 | 3 | 9 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 82 | 82 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 86 | 0 | 86 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 268 | 264 | 4 | 0 | 0 |