KY-793 over LITTLE PITMAN CREEK
Map
Coordinates:
+37.32028, -85.5025037°19'13" N, 85°30'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-793 over LITTLE PITMAN CREEK |
Structure number: | 044B00021N |
Old structure number: | 044*0793*B0021 (from 1992 edition) |
Location: | 5 MI N OF W-JCT US 68 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 113.9 ft. [34.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 155 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 91.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 155 | 91.3 |
October 2015 | Good | Good | Good | Good | 155 | 91.3 |
October 2013 | Good | Good | Good | Good | 288 | 86.8 |
October 2011 | Good | Good | Good | Good | 276 | 86.8 |
October 2009 | Good | Very Good | Very Good | Good | 320 | 86.8 |
October 2007 | Good | Very Good | Very Good | Good | 399 | 86.8 |
October 2005 | Good | Very Good | Very Good | Good | 383 | 86.8 |
October 2003 | Good | Very Good | Very Good | Good | 221 | 91.2 |
October 2001 | Good | Very Good | Very Good | Good | 221 | 91.2 |
October 1999 | Good | Very Good | Very Good | Good | 221 | 91.2 |
October 1997 | Good | Very Good | Very Good | Good | 221 | 91.2 |
October 1995 | Good | Very Good | Very Good | Good | 197 | 90.7 |
October 1993 | Good | Very Good | Very Good | Good | 197 | 86.5 |
October 1991 | Good | Good | Very Good | Good | 197 | 83.8 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 460 | 460 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,951 | 2,951 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,732 | 2,732 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 56 | 56 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 56 | 56 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 50 | 40 | 10 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 230 | 200 | 30 | 0 | 0 |