KY-1150 over DIX RIVER
Map
Coordinates:
+37.60278, -84.6347237°36'10" N, 84°38'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-1150 over DIX RIVER |
Structure number: | 040B00038N |
Location: | .01 MI E of Lincoln CL |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
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: | Prestressed concrete continuous [6] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 220 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 96.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Satisfactory | Satisfactory | 220 | 96.9 |
November 2015 | Fair | Satisfactory | Good | Satisfactory | 412 | 96.8 |
November 2013 | Fair | Satisfactory | Good | Satisfactory | 327 | 92.9 |
November 2011 | Fair | Satisfactory | Good | Satisfactory | 260 | 92.9 |
November 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 288 | 92.9 |
November 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 282 | 92.9 |
November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 431 | 92.8 |
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. | 600 | 0 | 591 | 9 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,950 | 4,950 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 62 | 62 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 92 | 91 | 1 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 300 | 280 | 20 | 0 | 0 |