NFA A289 over MUD CREEK
Map
Coordinates:
+35.11889, -88.2769435°07'08" N, 88°16'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A289 over MUD CREEK |
Structure number: | 360A2890001 |
Location: | WELCH ROAD - HARDIN CO. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.1 ft. [11.3 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 2016 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box Beam or girders - Single or Spread [06] |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10 [as of 2019] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Very Good | Good | 10 | 98.0 |
October 2016 | Good | Very Good | Very Good | Very Good | 10 | 98.0 |
June 2014 | Poor | Fair | Satisfactory | Poor | 10 | 30.7 |
July 2012 | Poor | Fair | Satisfactory | Poor | 10 | 30.7 |
September 2010 | Poor | Poor | Satisfactory | Satisfactory | 10 | 75.2 |
August 2008 | Fair | Fair | Satisfactory | Satisfactory | 10 | 77.3 |
September 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 78.2 |
October 2004 | Good | Good | Good | Good | 30 | 78.2 |
December 2002 | Good | Good | Good | Good | 30 | 78.2 |