EZZARD CHAS DR EB over I75
Map
Coordinates:
+39.10976, -84.5318639°06'35" N, 84°31'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EZZARD CHAS DR EB over I75 |
Structure number: | 3109216 |
Location: | .9 MI N OF SR 264 |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 172.9 ft. [52.7 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 51.2 ft. [15.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
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: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,316 [as of 2015] |
Truck traffic: | 5% 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: | 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: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Good | Satisfactory | 10316 | 94.0 |
May 2017 | Fair | Good | Good | Satisfactory | 10316 | 94.0 |
March 2016 | Fair | Good | Good | Satisfactory | 10316 | 94.0 |
April 2015 | Fair | Good | Good | Satisfactory | 1000 | 96.0 |
August 2014 | Fair | Good | Good | Satisfactory | 1000 | 96.0 |
November 2013 | Fair | Good | Good | Satisfactory | 1000 | 96.0 |
October 2012 | Fair | Good | Good | Satisfactory | 1000 | 96.0 |
October 2011 | Fair | Good | Good | Satisfactory | 1000 | 96.0 |
November 2010 | Fair | Satisfactory | Good | Satisfactory | 1000 | 96.0 |
December 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 96.0 |
December 2008 | Fair | Satisfactory | Good | Satisfactory | 1000 | 96.0 |
November 2007 | Fair | Satisfactory | Good | Satisfactory | 1000 | 94.0 |
December 2006 | Fair | Satisfactory | Good | Satisfactory | 1000 | 94.0 |
December 2005 | Good | Good | Good | Good | 1000 | 94.0 |
November 2004 | Good | Good | Good | Good | 1000 | 94.0 |
September 2003 | Good | Good | Good | Good | 1000 | 94.0 |
August 2002 | Good | Good | Good | Good | 1000 | 98.0 |
November 2000 | Good | Good | Good | Good | 1000 | 98.0 |
October 1999 | Good | Good | Good | Good | 1000 | 98.0 |
October 1998 | Fair | Good | Satisfactory | Satisfactory | 1000 | 98.0 |
January 1997 | Fair | Good | Satisfactory | Satisfactory | 1000 | 98.0 |
January 1996 | Fair | Good | Satisfactory | Satisfactory | 1000 | 98.0 |
December 1994 | Fair | Good | Satisfactory | Good | 1000 | 88.5 |
November 1992 | Fair | Good | Satisfactory | Good | 1000 | 88.5 |
November 1991 | Good | Good | Good | Very Good | 1000 | 88.5 |
February 1991 | Good | Very Good | Good | Good | 1000 | 88.5 |