CR 213 G FORD REED over HULL DITCH
Map
Coordinates:
+40.39405, -83.3662140°23'39" N, 83°21'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 213 G FORD REED over HULL DITCH |
Structure number: | 8035342 |
Location: | 3.3 MI NORTH of SR 347 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 2002 |
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: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 476 [as of 2015] |
Truck traffic: | 8% 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 79.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Excellent | Excellent | Excellent | 476 | 79.7 |
October 2017 | Good | Excellent | Excellent | Excellent | 476 | 80.7 |
October 2016 | Good | Excellent | Excellent | Excellent | 476 | 80.7 |
October 2015 | Good | Excellent | Excellent | Excellent | 131 | 80.9 |
January 2015 | Good | Excellent | Excellent | Excellent | 131 | 80.9 |
December 2013 | Good | Excellent | Excellent | Excellent | 131 | 80.9 |
January 2013 | Good | Excellent | Excellent | Excellent | 131 | 80.9 |
November 2011 | Good | Excellent | Excellent | Excellent | 131 | 80.9 |
April 2010 | Good | Excellent | Excellent | Excellent | 131 | 80.9 |
February 2009 | Good | Excellent | Excellent | Excellent | 131 | 80.9 |
January 2006 | Good | Excellent | Excellent | Excellent | 131 | 80.9 |
February 2005 | Good | Excellent | Excellent | Excellent | 131 | 80.9 |
February 2004 | Good | Excellent | Excellent | Excellent | 131 | 80.9 |
January 2003 | Good | Excellent | Excellent | Excellent | 131 | 80.9 |