US-60 over MEADOW CREEK
Map
Coordinates:
+37.44944, -87.9688937°26'58" N, 87°58'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-60 over MEADOW CREEK |
Structure number: | 028B00064N |
Old structure number: | 028*0060*B0064 (from 1992 edition) |
Location: | 2.7 MI NE JCT KY 365 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 37.1 ft. [11.3 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 44.6 ft. [13.6 m] |
Deck width edge-to-edge: | 47.9 ft. [14.6 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
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 Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,944 [as of 2016] |
Truck traffic: | 12% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 80.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Satisfactory | 2944 | 80.0 |
August 2016 | Good | Good | Good | Good | 1675 | 82.5 |
August 2014 | Good | Good | Very Good | Good | 1675 | 82.5 |
October 2012 | Good | Good | Very Good | Good | 1710 | 82.3 |
October 2010 | Good | Good | Very Good | Good | 1740 | 82.0 |
October 2008 | Good | Good | Very Good | Good | 1840 | 81.3 |
October 2006 | Good | Good | Very Good | Good | 1810 | 81.5 |
August 2004 | Good | Good | Very Good | Good | 1835 | 81.3 |
August 2002 | Good | Good | Very Good | Good | 1805 | 80.0 |
August 1998 | Good | Good | Very Good | Good | 1805 | 80.0 |
August 1996 | Good | Good | Very Good | Good | 1805 | 80.0 |
August 1994 | Good | Good | Very Good | Good | 1720 | 80.2 |
August 1992 | Good | Very Good | Very Good | Good | 1720 | 80.2 |
February 1991 | Good | Very Good | Excellent | Excellent | 1720 | 80.2 |
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. | 486 | 484 | 2 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,964 | 0 | 1,964 | 0 | 0 |
Prestressed Concrete Top Flange | sq. ft. | 1,964 | 1,964 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 210 | 0 | 210 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 82 | 82 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 410 | 410 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 82 | 82 | 0 | 0 | 0 |