LEETONIA RD 416 over STREAM
Map
Coordinates:
+40.87189, -80.7525440°52'19" N, 80°45'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LEETONIA RD 416 over STREAM |
Structure number: | 1532170 |
Location: | 0.4 MI S SR344 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 37.1 ft. [11.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1937 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 568 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 63.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Very Good | 568 | 63.7 |
August 2017 | Fair | Satisfactory | Satisfactory | Very Good | 568 | 63.7 |
June 2016 | Fair | Satisfactory | Satisfactory | Very Good | 568 | 63.7 |
July 2015 | Fair | Satisfactory | Satisfactory | Very Good | 1770 | 58.6 |
July 2014 | Fair | Satisfactory | Satisfactory | Very Good | 1770 | 95.0 |
May 2013 | Fair | Satisfactory | Satisfactory | Very Good | 1770 | 58.8 |
August 2012 | Fair | Satisfactory | Satisfactory | Very Good | 1770 | 87.5 |
July 2011 | Fair | Satisfactory | Fair | Very Good | 1770 | 76.4 |
July 2010 | Fair | Satisfactory | Fair | Very Good | 1770 | 76.4 |
June 2009 | Fair | Satisfactory | Fair | Very Good | 1770 | 76.4 |
August 2008 | Fair | Satisfactory | Fair | Very Good | 1770 | 62.1 |
November 2006 | Fair | Satisfactory | Fair | Very Good | 1770 | 62.1 |
March 2005 | Fair | Satisfactory | Satisfactory | Very Good | 1770 | 73.2 |
January 2004 | Fair | Satisfactory | Satisfactory | Very Good | 1770 | 73.2 |
January 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 1770 | 73.2 |
October 2001 | Fair | Very Good | Fair | Very Good | 1770 | 62.1 |
September 2000 | Fair | Very Good | Satisfactory | Very Good | 1770 | 73.1 |
July 1999 | Fair | Satisfactory | Satisfactory | Very Good | 1770 | 73.1 |
June 1998 | Fair | Satisfactory | Satisfactory | Very Good | 1770 | 73.1 |
July 1996 | Good | Good | Good | Very Good | 1770 | 73.1 |
July 1995 | Fair | Satisfactory | Good | Very Good | 1770 | 73.1 |
September 1993 | Good | Good | Good | Very Good | 1770 | 73.1 |
September 1992 | Good | Good | Good | Very Good | 1770 | 73.1 |
August 1991 | Good | Good | Good | Very Good | 1770 | 73.1 |