NFA 2188 (SA 8806) over CANEY FORK RIVER
Map
Coordinates:
+35.81833, -85.4812835°49'06" N, 85°28'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA 2188 (SA 8806) over CANEY FORK RIVER |
Structure number: | 88021880001 |
Location: | AT WHITE VAN BUREN LINE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 168.0 ft. [51.2 m] |
Total length: | 428.2 ft. [130.5 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1986 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
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: | 350 [as of 2019] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 96.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Satisfactory | Good | 350 | 96.4 |
October 2016 | Good | Good | Good | Good | 350 | 96.4 |
February 2015 | Good | Good | Good | Good | 350 | 98.4 |
February 2013 | Good | Good | Good | Good | 350 | 98.4 |
February 2011 | Fair | Good | Good | Fair | 350 | 88.8 |
February 2009 | Fair | Good | Good | Fair | 350 | 88.8 |
January 2007 | Good | Good | Very Good | Very Good | 440 | 98.8 |
November 2004 | Good | Good | Very Good | Very Good | 440 | 98.8 |
November 2002 | Good | Very Good | Very Good | Very Good | 420 | 98.8 |
October 2000 | Good | Very Good | Very Good | Very Good | 320 | 99.8 |
October 1998 | Good | Very Good | Very Good | Very Good | 500 | 98.8 |
February 1997 | Good | Very Good | Very Good | Very Good | 650 | 96.7 |
August 1994 | Good | Very Good | Very Good | Very Good | 600 | 96.7 |
September 1992 | Good | Very Good | Very Good | Very Good | 550 | 96.7 |
August 1990 | Good | Very Good | Very Good | Very Good | 550 | 96.7 |