KENNEDY AVENUE over RAILROAD
Map
Coordinates:
+39.18057, -84.4145139°10'50" N, 84°24'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KENNEDY AVENUE over RAILROAD |
Structure number: | 3136671 |
Location: | 0.7MI S OF INT MONT&KENED |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 210.0 ft. [64.0 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 22° |
Owner: | County Highway Agency [02] |
Year built: | 1933 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, would be posted or closed except for temporary shoring [D] |
Average daily traffic: | 3,103 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 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] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 20.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $70,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Poor | Poor | Poor | Poor | 3103 | 20.0 |
May 2017 | Poor | Poor | Poor | Poor | 3103 | 2.0 |
May 2016 | Poor | Poor | Poor | Fair | 3103 | 2.0 |
July 2015 | Poor | Poor | Poor | Fair | 3200 | 43.2 |
May 2014 | Poor | Poor | Poor | Poor | 3200 | 47.9 |
April 2013 | Poor | Poor | Poor | Fair | 3200 | 43.2 |
May 2012 | Poor | Poor | Poor | Fair | 3200 | 43.2 |
May 2011 | Poor | Poor | Poor | Poor | 3200 | 43.2 |
June 2010 | Poor | Fair | Poor | Poor | 3200 | 47.7 |
May 2009 | Poor | Fair | Poor | Poor | 3200 | 47.7 |
May 2008 | Poor | Fair | Poor | Poor | 3200 | 47.7 |
December 2007 | Poor | Fair | Poor | Poor | 3200 | 47.7 |
August 2006 | Poor | Fair | Poor | Poor | 3200 | 47.7 |
April 2005 | Poor | Fair | Poor | Poor | 3200 | 47.7 |
January 2003 | Poor | Fair | Poor | Poor | 3200 | 47.7 |
February 2002 | Poor | Fair | Poor | Poor | 3200 | 47.7 |
February 2000 | Poor | Fair | Poor | Poor | 3200 | 47.6 |
February 1999 | Poor | Poor | Poor | Poor | 3200 | 45.6 |
December 1995 | Poor | Poor | Poor | Poor | 3200 | 45.6 |
November 1993 | Poor | Fair | Poor | Poor | 3200 | 47.6 |
December 1992 | Fair | Fair | Fair | Satisfactory | 3200 | 61.0 |
November 1991 | Fair | Fair | Fair | Satisfactory | 3200 | 61.0 |
November 1990 | Fair | Fair | Fair | Satisfactory | 3200 | 61.0 |