S.R. 66 over OVERFLOW
Map
Coordinates:
+41.59943, -84.3264341°35'58" N, 84°19'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S.R. 66 over OVERFLOW |
Structure number: | 2601125 |
Location: | 0.9 MI. NORTH OF ROAD H |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 16.1 ft. [4.9 m] |
Total length: | 38.1 ft. [11.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,494 [as of 2015] |
Truck traffic: | 14% of total traffic |
Structural 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] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.2 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2018 | Good | 8 out of 10 | 2494 | 93.2 |
October 2017 | Good | 8 out of 10 | 2494 | 93.2 |
November 2016 | Good | 8 out of 10 | 2494 | 93.2 |
November 2015 | Good | 8 out of 10 | 2410 | 93.2 |
November 2014 | Good | 8 out of 10 | 2410 | 99.4 |
November 2013 | Good | 8 out of 10 | 2410 | 39.4 |
November 2012 | Good | 8 out of 10 | 2410 | 99.4 |
November 2011 | Good | 8 out of 10 | 1910 | 99.6 |
November 2010 | Good | 8 out of 10 | 1910 | 99.6 |
November 2009 | Good | 8 out of 10 | 1910 | 99.6 |
November 2008 | Good | 8 out of 10 | 600 | 99.9 |
November 2007 | Good | 8 out of 10 | 600 | 99.9 |
December 2006 | Good | 8 out of 10 | 600 | 99.9 |
December 2005 | Good | 8 out of 10 | 1090 | 99.7 |
November 2004 | Good | 8 out of 10 | 1090 | 99.7 |