KY-243 over MILL CREEK
Map
Coordinates:
+37.55778, -85.0280637°33'28" N, 85°01'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-243 over MILL CREEK |
Structure number: | 011B00044N |
Old structure number: | 011*0243*B0044 (from 1992 edition) |
Location: | .01 MI N OF JCT KY 1856 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 58.1 ft. [17.7 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 309 [as of 2017] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 85.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Fair | Fair | 309 | 85.4 |
October 2016 | Fair | Satisfactory | Fair | Satisfactory | 276 | 86.9 |
October 2014 | Fair | Good | Fair | Satisfactory | 288 | 85.9 |
October 2012 | Fair | Good | Fair | Satisfactory | 272 | 85.9 |
October 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 330 | 96.9 |
October 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 332 | 96.9 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 319 | 96.9 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 285 | 96.9 |
October 2002 | Fair | Satisfactory | Good | Satisfactory | 233 | 97.0 |
October 2000 | Good | Good | Good | Good | 233 | 96.9 |
October 1998 | Good | Good | Good | Good | 233 | 96.9 |
October 1996 | Good | Good | Good | Very Good | 233 | 96.9 |
October 1994 | Good | Good | Good | Very Good | 339 | 96.9 |
October 1992 | Good | Good | Good | Very Good | 339 | 96.9 |
October 1990 | Good | Good | Good | Very Good | 339 | 96.9 |
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 Closed Web/Box Girder | linear ft. | 580 | 513 | 37 | 0 | 30 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,772 | 1,772 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,718 | 0 | 1,718 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 104 | 68 | 14 | 22 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 116 | 116 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 580 | 580 | 0 | 0 | 0 |