MYERS ROAD over WEST BLACK FORK
Map
Coordinates:
+40.84312, -82.6530940°50'35" N, 82°39'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MYERS ROAD over WEST BLACK FORK |
Structure number: | 7032021 |
Location: | .35 MI. EAST FO SR 314 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 2003 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,397 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Excellent | Excellent | Excellent | 1397 | 95.0 |
May 2016 | Good | Excellent | Excellent | Excellent | 1397 | 95.0 |
June 2015 | Good | Excellent | Excellent | Excellent | 529 | 99.9 |
June 2014 | Good | Excellent | Excellent | Excellent | 529 | 94.9 |
June 2013 | Good | Excellent | Excellent | Excellent | 529 | 94.9 |
October 2012 | Good | Excellent | Excellent | Excellent | 529 | 94.9 |
November 2011 | Good | Excellent | Excellent | Excellent | 529 | 94.9 |
August 2010 | Good | Excellent | Excellent | Excellent | 529 | 94.9 |
June 2009 | Good | Excellent | Excellent | Excellent | 529 | 94.9 |
July 2008 | Good | Excellent | Excellent | Excellent | 529 | 94.9 |
September 2007 | Good | Excellent | Excellent | Excellent | 529 | 94.9 |
August 2006 | Good | Excellent | Excellent | Excellent | 529 | 94.9 |
June 2005 | Good | Excellent | Excellent | Excellent | 529 | 94.9 |
June 2004 | Good | Excellent | Excellent | Excellent | 529 | 94.9 |