US-60 over RUSH CREEK
Map
Coordinates:
+37.34472, -88.0666737°20'41" N, 88°04'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-60 over RUSH CREEK |
Structure number: | 028B00058N |
Old structure number: | 028*0060*B0058 (from 1992 edition) |
Location: | 1.1 MI NE OF JCT KY 120 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 41.3 ft. [12.6 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span 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: May 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,723 [as of 2014] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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 |
---|
May 2016 | Good | Good | Very Good | Good | 3723 | 80.0 |
May 2014 | Good | Good | Very Good | Good | 4128 | 80.0 |
May 2012 | Good | Good | Very Good | Good | 4000 | 80.0 |
May 2010 | Good | Good | Very Good | Good | 4150 | 80.0 |
May 2008 | Good | Good | Very Good | Good | 4100 | 80.0 |
June 2006 | Good | Good | Very Good | Good | 4150 | 80.0 |
June 2004 | Good | Good | Very Good | Good | 4064 | 80.0 |
May 2000 | Good | Good | Very Good | Good | 4213 | 80.0 |
May 1998 | Good | Good | Very Good | Good | 4213 | 80.0 |
May 1996 | Good | Good | Very Good | Good | 4213 | 80.0 |
May 1994 | Good | Very Good | Very Good | Good | 3655 | 80.0 |
May 1992 | Good | Very Good | Very Good | Good | 3655 | 80.0 |
May 1990 | Good | Very Good | Very Good | Very Good | 3655 | 80.0 |
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. | 180 | 180 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,563 | 1,563 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 96 | 0 | 96 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 96 | 96 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 72 | 72 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 72 | 0 | 72 | 0 | 0 |