KY-325 over LITTLE TWIN CREEK
Map
Coordinates:
+38.56750, -85.0002838°34'03" N, 85°00'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-325 over LITTLE TWIN CREEK |
Structure number: | 094B00031N |
Old structure number: | 094*0325*B0031 (from 1992 edition) |
Location: | .6 MI N.E. - JCT. KY 355 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
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: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 149 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 94.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 149 | 94.8 |
April 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 149 | 94.8 |
April 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 218 | 94.7 |
April 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 215 | 94.7 |
April 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 211 | 94.8 |
June 2007 | Fair | Satisfactory | Satisfactory | Good | 227 | 95.7 |
June 2005 | Fair | Satisfactory | Satisfactory | Good | 219 | 95.7 |
April 2003 | Good | Good | Very Good | Very Good | 257 | 91.2 |
April 2001 | Good | Very Good | Very Good | Very Good | 257 | 91.2 |
April 1999 | Good | Very Good | Very Good | Very Good | 257 | 91.2 |
April 1997 | Good | Very Good | Very Good | Very Good | 202 | 95.8 |
March 1995 | Good | Very Good | Very Good | Very Good | 164 | 95.8 |
April 1993 | Good | Very Good | Very Good | Very Good | 164 | 95.8 |
March 1991 | Good | Very Good | Very Good | Very Good | 164 | 95.8 |
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. | 420 | 411 | 7 | 2 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,674 | 1,590 | 84 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,502 | 1,427 | 75 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 140 | 128 | 12 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 5 | 0 | 5 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 120 | 120 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 480 | 480 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 120 | 120 | 0 | 0 | 0 |