USR 42 over ROCKY FORK CREEK
Map
Coordinates:
+40.76166, -82.5005240°45'42" N, 82°30'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | USR 42 over ROCKY FORK CREEK |
Structure number: | 7002882 |
Location: | USR42 AT SR39 |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 124.3 ft. [37.9 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Year reconstructed: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,222 [as of 2015] |
Truck traffic: | 2% 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 replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 74.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Good | Satisfactory | 8222 | 74.1 |
May 2017 | Fair | Good | Good | Satisfactory | 8222 | 74.1 |
June 2016 | Fair | Good | Good | Satisfactory | 8222 | 74.1 |
May 2015 | Fair | Good | Good | Satisfactory | 10243 | 72.3 |
September 2013 | Fair | Good | Satisfactory | Satisfactory | 10243 | 72.3 |
March 2013 | Poor | Good | Serious | Fair | 10243 | 22.0 |
April 2011 | Poor | Good | Serious | Fair | 11100 | 22.0 |
March 2010 | Poor | Good | Serious | Fair | 11100 | 22.0 |
April 2009 | Poor | Good | Poor | Fair | 11100 | 39.0 |
May 2008 | Poor | Good | Poor | Fair | 11510 | 39.0 |
June 2007 | Poor | Good | Poor | Fair | 11510 | 39.0 |
June 2006 | Poor | Good | Poor | Fair | 13030 | 39.0 |
May 2005 | Fair | Good | Fair | Fair | 13030 | 55.0 |
December 2004 | Fair | Good | Satisfactory | Satisfactory | 13030 | 68.0 |
January 2003 | Fair | Good | Fair | Satisfactory | 13030 | 52.0 |
December 2001 | Fair | Very Good | Good | Satisfactory | 13030 | 65.0 |
December 2000 | Fair | Very Good | Good | Satisfactory | 15220 | 65.1 |
January 1999 | Fair | Very Good | Good | Satisfactory | 15220 | 65.1 |
August 1996 | Fair | Very Good | Good | Satisfactory | 15220 | 56.0 |
July 1995 | Fair | Very Good | Very Good | Satisfactory | 15220 | 55.6 |
June 1994 | Fair | Very Good | Good | Satisfactory | 15220 | 55.6 |
July 1993 | Fair | Very Good | Very Good | Satisfactory | 15220 | 55.6 |
June 1992 | Fair | Very Good | Very Good | Satisfactory | 11930 | 59.8 |
March 1991 | Good | Good | Very Good | Good | 11930 | 58.8 |