KY 3364 over STRODES CREEK
Map
Coordinates:
+38.13417, -84.1616738°08'03" N, 84°09'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY 3364 over STRODES CREEK |
Structure number: | 009B00071N |
Location: | 2.1 MI N OF JCT KY 627 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 109.9 ft. [33.5 m] |
Total length: | 115.2 ft. [35.1 m] |
Roadway width between curbs: | 13.8 ft. [4.2 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Vertical clearance above deck: | 15.7 ft. [4.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 121 [as of 2017] |
Truck traffic: | 11% of total traffic |
Deck condition: | Very Good [8 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 75.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Very Good | Good | Satisfactory | 121 | 75.9 |
February 2017 | Fair | Very Good | Good | Satisfactory | 178 | 75.9 |
February 2016 | Fair | Very Good | Good | Satisfactory | 178 | 75.9 |
February 2015 | Fair | Very Good | Good | Satisfactory | 250 | 75.9 |
February 2014 | Good | Very Good | Very Good | Good | 243 | 75.9 |
February 2013 | Good | Very Good | Very Good | Good | 229 | 76.0 |
February 2012 | Good | Very Good | Very Good | Good | 249 | 76.0 |
February 2011 | Good | Very Good | Very Good | Very Good | 269 | 76.0 |
February 2010 | Good | Very Good | Very Good | Very Good | 245 | 76.0 |
February 2008 | Good | Very Good | Very Good | Very Good | 356 | 95.0 |
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 Truss | linear ft. | 230 | 187 | 43 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,132 | 1,132 | 0 | 0 | 0 |
Steel Floor Beam | linear ft. | 119 | 119 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 515 | 515 | 0 | 0 | 0 |
Steel Gusset Plate | each | 32 | 32 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 155 | 155 | 0 | 0 | 0 |
Substructure |
Masonry Abutment | linear ft. | 46 | 0 | 46 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 84 | 84 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 230 | 230 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,150 | 1,150 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,820 | 1,820 | 0 | 0 | 0 |