HOWARD DANVILLE over LITTLE JELLOWAY CREEK
Map
Coordinates:
+40.41252, -82.3240740°24'45" N, 82°19'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HOWARD DANVILLE over LITTLE JELLOWAY CREEK |
Structure number: | 4230272 |
Location: | JUNCTION OF MAGERS ROAD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 74.2 ft. [22.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1915 |
Year reconstructed: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 1,277 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 41.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Satisfactory | Satisfactory | 1277 | 41.6 |
September 2017 | Fair | Good | Satisfactory | Satisfactory | 1277 | 69.4 |
December 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1277 | 69.4 |
December 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 1541 | 69.3 |
December 2014 | Fair | Good | Satisfactory | Satisfactory | 1541 | 69.3 |
December 2013 | Fair | Good | Satisfactory | Satisfactory | 1541 | 69.3 |
December 2012 | Fair | Good | Satisfactory | Satisfactory | 1541 | 69.3 |
January 2012 | Fair | Good | Satisfactory | Satisfactory | 1541 | 69.3 |
December 2010 | Fair | Good | Satisfactory | Satisfactory | 1541 | 74.3 |
May 2009 | Fair | Good | Satisfactory | Satisfactory | 1541 | 73.4 |
April 2008 | Fair | Good | Satisfactory | Satisfactory | 1541 | 73.4 |
April 2007 | Fair | Good | Good | Satisfactory | 1541 | 73.4 |
February 2006 | Fair | Good | Good | Satisfactory | 1541 | 73.4 |
March 2005 | Fair | Good | Good | Satisfactory | 1541 | 73.4 |
June 2003 | Fair | Good | Very Good | Satisfactory | 1541 | 73.4 |
May 2002 | Fair | Very Good | Very Good | Satisfactory | 1541 | 73.4 |
July 2000 | Poor | Poor | Fair | Satisfactory | 1320 | 49.6 |
September 1999 | Fair | Fair | Fair | Good | 1320 | 51.6 |
July 1998 | Fair | Fair | Fair | Good | 1320 | 51.6 |
March 1997 | Good | Good | Good | Good | 1320 | 72.6 |
April 1996 | Good | Good | Good | Good | 1320 | 72.6 |
June 1995 | Good | Good | Good | Good | 1320 | 70.6 |
March 1994 | Good | Good | Good | Good | 1320 | 70.6 |
March 1993 | Good | Good | Good | Good | 1320 | 70.6 |
May 1992 | Good | Good | Good | Good | 1320 | 70.6 |
April 1991 | Fair | Satisfactory | Good | Good | 1320 | 70.6 |