US-68 over GREASY CREEK
Map
Coordinates:
+37.15167, -85.5611137°09'06" N, 85°33'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-68 over GREASY CREEK |
Structure number: | 044B00013N |
Old structure number: | 044*0068*B0013 (from 1992 edition) |
Location: | 1.5 MI S.W. OF JCT KY 487 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1933 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 860 [as of 2016] |
Truck traffic: | 11% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 59.4 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $126,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Fair | Good | 860 | 59.4 |
October 2017 | Fair | Fair | Fair | Good | 860 | 53.3 |
October 2016 | Fair | Fair | Fair | Good | 986 | 52.9 |
October 2015 | Fair | Fair | Fair | Good | 986 | 52.9 |
October 2014 | Fair | Fair | Fair | Good | 986 | 52.9 |
October 2013 | Fair | Fair | Fair | Good | 880 | 53.2 |
October 2012 | Fair | Fair | Fair | Good | 862 | 53.3 |
October 2011 | Fair | Fair | Fair | Good | 831 | 53.4 |
October 2010 | Fair | Fair | Fair | Satisfactory | 866 | 53.3 |
October 2009 | Fair | Fair | Fair | Satisfactory | 921 | 53.1 |
November 2008 | Fair | Fair | Fair | Satisfactory | 922 | 53.1 |
October 2007 | Fair | Fair | Fair | Satisfactory | 922 | 53.1 |
October 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 838 | 66.0 |
October 2003 | Fair | Satisfactory | Good | Satisfactory | 964 | 65.3 |
October 2001 | Fair | Satisfactory | Good | Satisfactory | 964 | 63.3 |
October 2000 | Fair | Satisfactory | Good | Satisfactory | 964 | 63.3 |
October 1998 | Fair | Satisfactory | Good | Good | 964 | 63.3 |
October 1996 | Fair | Satisfactory | Good | Good | 964 | 63.3 |
October 1995 | Fair | Satisfactory | Good | Good | 944 | 63.4 |
October 1994 | Fair | Satisfactory | Good | Good | 944 | 56.4 |
October 1993 | Good | Good | Good | Good | 944 | 56.4 |
October 1992 | Good | Good | Good | Good | 944 | 56.4 |
October 1991 | Good | Good | Very Good | Good | 944 | 56.4 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 176 | 0 | 88 | 88 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 968 | 0 | 803 | 165 | 0 |
Wearing Surfaces | sq. ft. | 841 | 800 | 41 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 88 | 80 | 8 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 88 | 0 | 88 | 0 | 0 |
Steel Protective Coating | sq. ft. | 440 | 440 | 0 | 0 | 0 |