CR 191 i RAYMOND R over OTTER RUN
Map
Coordinates:
+40.27920, -83.3987840°16'45" N, 83°23'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 191 i RAYMOND R over OTTER RUN |
Structure number: | 8050821 |
Location: | 2 MI NORTH of MARYSVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Skew angle: | 18° |
Owner: | County Highway Agency [02] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,367 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 66.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 1367 | 66.6 |
November 2017 | Good | Good | Good | Good | 1367 | 67.6 |
October 2016 | Good | Good | Good | Good | 1367 | 67.6 |
October 2015 | Good | Good | Good | Good | 1437 | 67.6 |
February 2015 | Good | Good | Good | Good | 1437 | 86.3 |
November 2013 | Good | Good | Good | Good | 1437 | 67.6 |
October 2012 | Good | Good | Good | Good | 1437 | 67.6 |
October 2011 | Good | Good | Good | Good | 1437 | 67.6 |
April 2010 | Good | Good | Good | Good | 100 | 76.4 |
February 2009 | Good | Good | Good | Good | 100 | 95.0 |
February 2006 | Good | Good | Good | Good | 100 | 95.0 |
February 2005 | Good | Good | Good | Good | 100 | 95.0 |
January 2004 | Good | Good | Good | Good | 100 | 95.0 |
January 2003 | Good | Good | Good | Good | 100 | 95.0 |
January 2002 | Good | Good | Good | Good | 100 | 95.0 |
April 1999 | Good | Good | Good | Good | 100 | 95.0 |
October 1997 | Good | Good | Good | Good | 100 | 95.0 |
August 1996 | Good | Good | Good | Good | 100 | 95.0 |
September 1995 | Good | Good | Good | Good | 100 | 95.0 |
October 1994 | Good | Good | Good | Good | 100 | 95.0 |
November 1993 | Good | Good | Good | Good | 100 | 95.0 |
November 1992 | Good | Good | Good | Good | 100 | 95.0 |
December 1991 | Good | Good | Good | Good | 100 | 95.0 |