Col. CR 61 ZONE C over SLOAN CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Col. CR 61 ZONE C over SLOAN CREEK |
Structure number: | 000000000022789 |
Location: | 0.7 MI N JCT SH 98 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 75.1 ft. [22.9 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Orthotropic [08] |
Deck type: | Steel plate (includes orthotropic) [5] |
Wearing surface: | Other [9] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 319 [as of 1987] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 45.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Good | Good | 319 | 45.8 |
July 2017 | Fair | Satisfactory | Good | Good | 319 | 45.8 |
July 2016 | Good | Good | Good | Good | 319 | 49.8 |
August 2015 | Good | Good | Good | Good | 319 | 49.8 |
August 2014 | Good | Good | Good | Good | 319 | 49.8 |
September 2013 | Good | Good | Good | Good | 319 | 49.8 |
August 2012 | Good | Good | Good | Good | 319 | 49.8 |
September 2011 | Good | Good | Good | Good | 319 | 49.8 |
September 2010 | Good | Good | Good | Good | 319 | 49.8 |
September 2009 | Good | Good | Good | Good | 319 | 49.8 |
October 2008 | Poor | Good | Good | Poor | 319 | 26.9 |
July 2007 | Poor | Good | Good | Poor | 319 | 26.9 |
August 2006 | Poor | Good | Good | Poor | 319 | 26.9 |
September 2005 | Good | Good | Good | Very Good | 319 | 49.8 |
November 2004 | Good | Good | Good | Very Good | 319 | 49.8 |
November 2003 | Good | Good | Good | Very Good | 319 | 49.6 |