C134F PAVER BARNES over OTTER RUN
Map
Coordinates:
+40.28701, -83.4431640°17'13" N, 83°26'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | C134F PAVER BARNES over OTTER RUN |
Structure number: | 8033498 |
Location: | 2.2 MI N. of NORTHWEST PK |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Year reconstructed: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 298 [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: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Good | Fair | 298 | 85.0 |
November 2017 | Fair | Good | Good | Fair | 298 | 87.0 |
November 2016 | Fair | Good | Good | Fair | 298 | 87.0 |
November 2015 | Fair | Good | Good | Fair | 184 | 87.0 |
February 2015 | Fair | Good | Good | Fair | 184 | 87.0 |
December 2013 | Fair | Good | Good | Fair | 184 | 87.0 |
February 2013 | Fair | Good | Good | Fair | 184 | 87.0 |
September 2011 | Fair | Good | Good | Fair | 184 | 87.0 |
April 2010 | Fair | Good | Good | Fair | 184 | 87.0 |
February 2009 | Fair | Good | Good | Fair | 184 | 76.5 |
January 2006 | Fair | Good | Good | Satisfactory | 184 | 87.5 |
February 2005 | Fair | Good | Good | Satisfactory | 184 | 87.5 |
January 2004 | Fair | Good | Good | Satisfactory | 184 | 87.5 |
January 2003 | Fair | Good | Good | Satisfactory | 184 | 87.5 |
January 2002 | Fair | Good | Good | Satisfactory | 184 | 87.5 |
October 1999 | Fair | Fair | Satisfactory | Satisfactory | 184 | 87.5 |
November 1997 | Fair | Fair | Satisfactory | Satisfactory | 184 | 87.5 |
October 1996 | Fair | Fair | Satisfactory | Satisfactory | 100 | 59.3 |
November 1995 | Fair | Fair | Satisfactory | Satisfactory | 100 | 59.3 |
November 1994 | Fair | Fair | Satisfactory | Satisfactory | 100 | 59.3 |
November 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 60.3 |
December 1992 | Fair | Fair | Fair | Fair | 100 | 49.3 |
November 1991 | Fair | Satisfactory | Fair | Fair | 100 | 50.3 |