CR 5 over MCKIM CREEK
Map
Coordinates:
+39.35627, -81.0167339°21'23" N, 81°01'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 5 over MCKIM CREEK |
Structure number: | 00000000037A012 |
Location: | 0.07 MI SOUTH OF CR 32 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 84.0 ft. [25.6 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel continuous [4] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 107 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 54.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $6,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Poor | Good | Poor | Satisfactory | 107 | 54.7 |
September 2015 | Poor | Poor | Poor | Satisfactory | 100 | 55.7 |
September 2013 | Fair | Satisfactory | Fair | Good | 100 | 76.0 |
September 2011 | Fair | Satisfactory | Fair | Good | 100 | 76.0 |
October 2009 | Good | Good | Good | Good | 100 | 87.0 |
December 2007 | Good | Good | Good | Good | 100 | 87.0 |
December 2005 | Good | Good | Good | Good | 100 | 87.0 |
January 2004 | Good | Very Good | Good | Good | 100 | 87.0 |
January 2002 | Good | Very Good | Good | Good | 100 | 87.0 |
March 2000 | Good | Very Good | Good | Good | 100 | 87.0 |
August 1998 | Poor | Poor | Satisfactory | Good | 100 | 83.2 |
September 1996 | Fair | Fair | Satisfactory | Good | 100 | 84.6 |
October 1994 | Fair | Fair | Satisfactory | Good | 100 | 85.4 |
January 1993 | Fair | Fair | Satisfactory | Good | 100 | 85.4 |
February 1991 | Fair | Fair | Satisfactory | Good | 100 | 85.4 |