KY-3346 over MEADOW CREEK
Map
Coordinates:
+37.48222, -83.6547237°28'56" N, 83°39'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-3346 over MEADOW CREEK |
Structure number: | 095B00040N |
Old structure number: | 095*3346*B0040 (from 1992 edition) |
Location: | .1 MI S KY 30 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 83.0 ft. [25.3 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 45° |
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] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 330 [as of 2017] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Satisfactory | Good | 330 | 78.1 |
March 2016 | Fair | Satisfactory | Satisfactory | Good | 348 | 77.9 |
March 2014 | Fair | Satisfactory | Satisfactory | Good | 297 | 78.4 |
March 2012 | Fair | Satisfactory | Satisfactory | Good | 288 | 78.4 |
March 2010 | Good | Good | Good | Good | 340 | 78.0 |
March 2008 | Good | Very Good | Very Good | Good | 427 | 77.2 |
March 2006 | Good | Very Good | Very Good | Good | 373 | 77.7 |
April 2004 | Good | Very Good | Very Good | Good | 461 | 75.9 |
March 2000 | Good | Very Good | Very Good | Good | 461 | 75.9 |
April 1998 | Good | Very Good | Very Good | Excellent | 461 | 75.9 |
April 1996 | Good | Very Good | Very Good | Excellent | 508 | 75.3 |
April 1994 | Good | Excellent | Very Good | Excellent | 301 | 76.5 |
August 1992 | Good | Excellent | Excellent | Excellent | 301 | 76.5 |
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. | 498 | 405 | 93 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,988 | 1,933 | 55 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 102 | 102 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 51 | 51 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 166 | 166 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 830 | 830 | 0 | 0 | 0 |