MARION CO RT 33/2 over REUBEN RUN
Map
Coordinates:
+39.48136, -80.0695139°28'53" N, 80°04'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MARION CO RT 33/2 over REUBEN RUN |
Structure number: | 00000000025A077 |
Location: | 0.29 MI WEST CO RT 76/1 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 39.4 ft. [12.0 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Skew angle: | 60° |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2015] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 97.8 tons [88.9 metric tons] |
Inventory rating: | 62.8 tons [57.1 metric tons] |
Sufficiency rating: | 80.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $421,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2016 | 80.0 | Fair | Good | Good | Satisfactory | FO | 200 |
August 2014 | 80.0 | Fair | Good | Good | Satisfactory | FO | 200 |
July 2012 | 80.0 | Good | Good | Good | Good | FO | 200 |
August 2010 | 80.0 | Good | Good | Good | Good | FO | 200 |
August 2008 | 80.0 | Good | Good | Good | Good | FO | 200 |
August 2006 | 80.0 | Good | Good | Good | Good | FO | 200 |
September 2004 | 80.0 | Good | Good | Good | Good | FO | 200 |
September 2002 | 80.0 | Good | Good | Good | Good | FO | 200 |
September 2000 | 80.0 | Good | Good | Good | Good | FO | 200 |
September 1998 | 80.0 | Good | Good | Good | Good | FO | 200 |
September 1996 | 80.0 | Good | Very Good | Very Good | Good | - | 200 |
September 1994 | 80.0 | Good | Very Good | Very Good | Good | - | 200 |
October 1992 | 80.0 | Good | Very Good | Very Good | Very Good | - | 200 |
October 1990 | 80.0 | Good | Excellent | Excellent | Very Good | - | 200 |