SR 60 over ELK RUN
Map
Coordinates:
+38.40412, -85.7874738°24'15" N, 85°47'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 60 over ELK RUN |
Structure number: | 021550 |
Location: | 01.97 W SR 311 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
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: | 11,358 [as of 2004] |
Truck traffic: | 10% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 91.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Satisfactory | Satisfactory | 11358 | 91.7 |
May 2016 | Fair | Good | Satisfactory | Satisfactory | 11358 | 91.7 |
May 2014 | Fair | Good | Good | Satisfactory | 11358 | 91.7 |
May 2012 | Fair | Good | Good | Satisfactory | 11358 | 91.7 |
June 2010 | Fair | Good | Good | Satisfactory | 11358 | 91.7 |
July 2008 | Fair | Good | Good | Satisfactory | 11358 | 91.7 |
July 2006 | Good | Good | Good | Good | 11358 | 93.8 |
July 2004 | Good | Good | Good | Good | 11358 | 91.7 |
October 2002 | Good | Good | Good | Good | 11135 | 91.8 |
October 2000 | Good | Good | Good | Good | 11135 | 91.8 |
November 1998 | Good | Good | Good | Good | 9880 | 92.3 |
March 1997 | Good | Good | Good | Good | 9880 | 92.3 |
May 1995 | Good | Good | Good | Good | 6978 | 93.4 |
August 1993 | Fair | Satisfactory | Good | Good | 6380 | 93.6 |
June 1992 | Good | Good | Good | Good | 6380 | 93.6 |
June 1989 | Good | Good | Good | Good | 6380 | 89.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 46 | 43 | 3 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 65 | 65 | 0 | 0 | 0 |