KY-34 over HERRINGTON LAKE
Map
Coordinates:
+37.67778, -84.6827837°40'40" N, 84°40'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-34 over HERRINGTON LAKE |
Structure number: | 011B00053N |
Old structure number: | 011*0034*B0053 (from 1992 edition) |
Location: | WEST / GARRARD CO LINE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 379.9 ft. [115.8 m] |
Total length: | 638.2 ft. [194.5 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 47.6 ft. [14.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,471 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 91.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Good | Good | 9471 | 91.5 |
October 2016 | Fair | Satisfactory | Good | Good | 9471 | 91.5 |
October 2014 | Good | Good | Good | Good | 9740 | 91.4 |
July 2012 | Good | Good | Good | Good | 10500 | 91.0 |
July 2010 | Fair | Satisfactory | Good | Good | 9600 | 91.4 |
June 2008 | Fair | Satisfactory | Good | Good | 9940 | 91.3 |
August 2006 | Fair | Satisfactory | Good | Good | 10600 | 90.9 |
October 2004 | Fair | Satisfactory | Good | Good | 10850 | 90.8 |
September 2003 | Good | Good | Good | Good | 6949 | 92.5 |
October 2000 | Good | Good | Good | Good | 6949 | 92.5 |
October 1998 | Good | Good | Very Good | Very Good | 6949 | 92.5 |
October 1996 | Good | Good | Very Good | Very Good | 6949 | 92.5 |
October 1994 | Good | Good | Very Good | Very Good | 5100 | 93.5 |
October 1992 | Good | Good | Very Good | Very Good | 5100 | 97.7 |
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 Girder/Beam | linear ft. | 2,532 | 2,520 | 6 | 6 | 0 |
Steel Protective Coating | sq. ft. | 85,916 | 73,156 | 0 | 12,760 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 30,305 | 15,152 | 15,152 | 1 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 56 | 56 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 94 | 92 | 2 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 96 | 96 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 47 | 0 | 0 | 39 | 8 |
Assembly with Seal | each | 47 | 15 | 16 | 16 | 0 |
Bearings |
Pot Bearing | each | 16 | 10 | 2 | 4 | 0 |
Steel Protective Coating | sq. ft. | 48 | 0 | 24 | 15 | 9 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,266 | 633 | 632 | 1 | 0 |