LICK CREEK ROAD over RUSSELL FORK RIVER
Map
Coordinates:
+37.18025, -82.2747937°10'49" N, 82°16'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LICK CREEK ROAD over RUSSELL FORK RIVER |
Structure number: | 000000000005837 |
Location: | 0.10 FR. 80; 0.05 TO 670 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 205.1 ft. [62.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,793 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 78.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $525,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Fair | Satisfactory | Satisfactory | 1793 | 78.6 |
March 2016 | Fair | Fair | Satisfactory | Satisfactory | 1793 | 78.6 |
March 2014 | Fair | Fair | Satisfactory | Satisfactory | 1836 | 78.6 |
March 2012 | Fair | Fair | Satisfactory | Satisfactory | 1836 | 78.6 |
March 2010 | Fair | Fair | Fair | Fair | 1836 | 67.3 |
January 2008 | Fair | Fair | Fair | Fair | 1817 | 67.3 |
February 2006 | Fair | Fair | Fair | Fair | 1899 | 67.2 |
March 2004 | Fair | Fair | Fair | Fair | 1891 | 67.3 |
January 2002 | Fair | Satisfactory | Fair | Fair | 2003 | 66.1 |
February 2000 | Fair | Satisfactory | Fair | Fair | 1878 | 68.3 |
February 1998 | Fair | Satisfactory | Fair | Fair | 1878 | 68.3 |
April 1996 | Fair | Satisfactory | Satisfactory | Good | 2338 | 77.2 |
April 1994 | Fair | Good | Satisfactory | Good | 1684 | 74.5 |
April 1992 | Good | Very Good | Good | Good | 1508 | 74.6 |