SLACK ROAD over KENT RUN
Map
Coordinates:
+39.89695, -82.1340939°53'49" N, 82°08'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SLACK ROAD over KENT RUN |
Structure number: | 6037399 |
Location: | 0.84 MI NE OF BAGLEY ROAD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 65.0 ft. [19.8 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
Owner: | County Highway Agency [02] |
Year reconstructed: | 1951 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 240 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 45.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Fair | Fair | 240 | 45.0 |
November 2017 | Fair | Satisfactory | Fair | Fair | 240 | 45.0 |
October 2016 | Fair | Satisfactory | Fair | Fair | 240 | 22.2 |
October 2015 | Poor | Satisfactory | Serious | Fair | 400 | 18.4 |
January 2015 | Poor | Satisfactory | Serious | Fair | 400 | 18.4 |
October 2013 | Fair | Satisfactory | Fair | Fair | 400 | 21.8 |
January 2013 | Fair | Satisfactory | Fair | Fair | 400 | 21.8 |
February 2012 | Fair | Satisfactory | Fair | Fair | 400 | 21.8 |
January 2011 | Fair | Satisfactory | Fair | Fair | 400 | 21.8 |
December 2009 | Fair | Satisfactory | Fair | Fair | 400 | 29.8 |
February 2009 | Poor | Satisfactory | Fair | Poor | 400 | 18.4 |
January 2007 | Poor | Satisfactory | Poor | Poor | 400 | 18.4 |
December 2005 | Poor | Good | Poor | Poor | 400 | 18.4 |
February 2004 | Poor | Good | Fair | Poor | 400 | 18.1 |
October 2002 | Poor | Good | Good | Poor | 400 | 18.1 |
March 2002 | Poor | Serious | Fair | Poor | 400 | 12.2 |
June 1999 | Fair | Good | Good | Fair | 200 | 45.3 |
January 1997 | Fair | Good | Good | Fair | 200 | 45.3 |
July 1995 | Fair | Good | Good | Fair | 200 | 45.3 |
February 1994 | Fair | Good | Good | Satisfactory | 200 | 55.3 |
February 1992 | Fair | Good | Good | Satisfactory | 200 | 56.3 |
December 1990 | Fair | Good | Good | Satisfactory | 200 | 56.3 |