KY-417 over GREEN RIVER
Map
Coordinates:
+37.24528, -85.4800037°14'43" N, 85°28'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-417 over GREEN RIVER |
Structure number: | 044B00038N |
Old structure number: | 044*0417*B0038 (from 1992 edition) |
Location: | 1.6 MI E KY 61 IN GRNSBG |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 254.9 ft. [77.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans 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: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,006 [as of 2017] |
Truck traffic: | 11% 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 90.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 1006 | 90.1 |
October 2016 | Good | Good | Good | Good | 1105 | 90.0 |
October 2014 | Good | Good | Good | Good | 1084 | 90.0 |
October 2013 | Good | Good | Good | Good | 1127 | 90.0 |
October 2011 | Good | Good | Good | Good | 1110 | 90.0 |
October 2009 | Good | Good | Good | Good | 1030 | 90.1 |
October 2007 | Good | Good | Good | Good | 802 | 90.2 |
October 2005 | Good | Very Good | Very Good | Very Good | 751 | 90.2 |
October 2003 | Good | Very Good | Very Good | Very Good | 1015 | 90.1 |
October 2001 | Good | Very Good | Very Good | Very Good | 1015 | 90.1 |
October 1999 | Good | Very Good | Very Good | Very Good | 1015 | 90.1 |
October 1997 | Good | Very Good | Very Good | Very Good | 1015 | 90.1 |
October 1995 | Good | Very Good | Very Good | Very Good | 298 | 98.9 |
October 1993 | Good | Very Good | Very Good | Very Good | 298 | 98.9 |
October 1991 | Good | Very Good | Very Good | Very Good | 298 | 98.9 |
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 Girder/Beam | linear ft. | 1,012 | 1,012 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,905 | 7,905 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 60 | 60 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 60 | 60 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 28 | 0 | 28 | 0 | 0 |
Compression Joint | linear ft. | 31 | 0 | 31 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 506 | 506 | 0 | 0 | 0 |