NFA A246 over BLACK WOLF CREEK
Map
Coordinates:
+36.28537, -84.5602236°17'07" N, 84°33'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A246 over BLACK WOLF CREEK |
Structure number: | 760A2430001 |
Location: | 4.3 M SE OF US27-SR52 JCT |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 12.8 ft. [3.9 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1975 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
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: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2019] |
Truck traffic: | 2% 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: | 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 73.7 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $157,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Satisfactory | Satisfactory | 20 | 73.7 |
October 2016 | Fair | Fair | Satisfactory | Satisfactory | 20 | 73.7 |
November 2014 | Fair | Fair | Satisfactory | Satisfactory | 20 | 73.7 |
November 2012 | Fair | Fair | Satisfactory | Satisfactory | 20 | 75.9 |
December 2010 | Fair | Fair | Satisfactory | Satisfactory | 20 | 75.9 |
November 2008 | Fair | Fair | Satisfactory | Satisfactory | 20 | 75.9 |
October 2006 | Fair | Fair | Satisfactory | Satisfactory | 20 | 74.9 |
October 2004 | Fair | Fair | Satisfactory | Satisfactory | 20 | 74.9 |
August 2002 | Fair | Fair | Satisfactory | Satisfactory | 20 | 70.9 |
August 2000 | Fair | Fair | Satisfactory | Satisfactory | 20 | 70.9 |
October 1998 | Fair | Fair | Satisfactory | Satisfactory | 20 | 70.9 |
July 1996 | Fair | Fair | Satisfactory | Satisfactory | 30 | 73.9 |
October 1994 | Fair | Fair | Satisfactory | Satisfactory | 30 | 73.9 |
July 1992 | Fair | Fair | Satisfactory | Satisfactory | 30 | 73.9 |
November 1990 | Fair | Fair | Satisfactory | Satisfactory | 30 | 72.9 |