NFA A265 over ROUND LICK CREEK
Map
Coordinates:
+36.13888, -86.0994036°08'20" N, 86°05'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A265 over ROUND LICK CREEK |
Structure number: | 950A2650001 |
Location: | 1.2 MI WEST OF SMITH CO. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 129.9 ft. [39.6 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1915 |
Year reconstructed: | 1985 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 430 [as of 2019] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 62.5 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $316,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Very Good | Satisfactory | Fair | 430 | 62.5 |
May 2016 | Fair | Very Good | Satisfactory | Fair | 430 | 62.5 |
May 2014 | Fair | Very Good | Satisfactory | Fair | 430 | 62.5 |
May 2012 | Fair | Very Good | Satisfactory | Fair | 430 | 61.5 |
June 2010 | Fair | Very Good | Satisfactory | Fair | 430 | 64.5 |
May 2008 | Fair | Very Good | Satisfactory | Fair | 430 | 64.5 |
June 2006 | Fair | Very Good | Satisfactory | Fair | 430 | 64.5 |
August 2004 | Fair | Very Good | Satisfactory | Fair | 430 | 64.5 |
June 2002 | Fair | Very Good | Satisfactory | Fair | 430 | 64.5 |
September 2000 | Fair | Very Good | Satisfactory | Fair | 430 | 64.5 |
August 1998 | Fair | Very Good | Satisfactory | Fair | 430 | 64.5 |
July 1996 | Fair | Good | Satisfactory | Fair | 220 | 68.3 |
June 1994 | Fair | Satisfactory | Good | Satisfactory | 220 | 78.3 |
August 1992 | Fair | Satisfactory | Good | Satisfactory | 220 | 78.3 |
August 1990 | Fair | Satisfactory | Good | Satisfactory | 220 | 78.3 |