RONE FORK BRANCH R over ISLAND CREEK
Map
Coordinates:
+37.36833, -83.7413937°22'06" N, 83°44'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RONE FORK BRANCH R over ISLAND CREEK |
Structure number: | 095C00025N |
Location: | .15 MI S-KY 1350 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 55.1 ft. [16.8 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.7 ft. [5.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span 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: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2014] |
Truck traffic: | 11% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 49.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Satisfactory | Satisfactory | 30 | 49.8 |
March 2017 | Fair | Good | Satisfactory | Satisfactory | 30 | 49.8 |
December 2016 | Fair | Good | Satisfactory | Satisfactory | 30 | 49.8 |
March 2014 | Fair | Good | Satisfactory | Satisfactory | 30 | 57.2 |
March 2012 | Fair | Good | Satisfactory | Satisfactory | 30 | 57.2 |
March 2010 | Fair | Good | Good | Satisfactory | 30 | 57.2 |
March 2008 | Good | Good | Good | Good | 30 | 57.2 |
March 2006 | Good | Good | Good | Good | 30 | 57.2 |
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 |
Steel Girder/Beam | linear ft. | 378 | 0 | 378 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 922 | 922 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 35 | 31 | 4 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 35 | 35 | 0 | 0 | 0 |