ERIE AVENUE over RED BANK RD CR-67
Map
Coordinates:
+39.15010, -84.4046139°09'00" N, 84°24'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ERIE AVENUE over RED BANK RD CR-67 |
Structure number: | 3160998 |
Location: | 0.1 MI E OF ROSSLYN DR |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 63.0 ft. [19.2 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 60.0 ft. [18.3 m] |
Deck width edge-to-edge: | 74.2 ft. [22.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 28° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1943 |
Year reconstructed: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 26,000 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Good | 26000 | 88.4 |
June 2017 | Fair | Satisfactory | Good | Good | 26000 | 88.4 |
June 2016 | Fair | Satisfactory | Good | Good | 26000 | 88.4 |
August 2015 | Fair | Satisfactory | Good | Very Good | 11200 | 90.9 |
September 2014 | Fair | Satisfactory | Good | Very Good | 11200 | 90.9 |
May 2013 | Fair | Satisfactory | Good | Very Good | 11200 | 95.9 |
June 2012 | Fair | Satisfactory | Good | Good | 11200 | 95.9 |
June 2011 | Fair | Satisfactory | Good | Good | 11200 | 95.9 |
July 2010 | Good | Good | Good | Good | 11200 | 95.9 |
April 2009 | Good | Good | Good | Good | 11200 | 95.9 |
May 2008 | Good | Good | Good | Good | 11200 | 95.9 |
June 2007 | Good | Good | Good | Good | 11200 | 95.9 |
August 2006 | Good | Good | Good | Good | 11200 | 95.9 |
March 2005 | Good | Good | Good | Good | 11200 | 95.9 |
January 2003 | Good | Good | Good | Good | 11200 | 95.9 |
February 2002 | Good | Good | Good | Good | 11200 | 95.9 |
October 1999 | Good | Good | Good | Good | 11200 | 95.9 |
October 1998 | Good | Good | Good | Good | 11200 | 95.9 |
December 1995 | Good | Good | Good | Good | 11200 | 95.9 |
November 1994 | Good | Good | Good | Good | 11200 | 95.1 |
October 1993 | Good | Good | Good | Good | 11200 | 95.1 |
September 1992 | Good | Good | Good | Good | 11200 | 95.1 |
December 1991 | Good | Good | Good | Good | 11200 | 95.1 |
March 1991 | Good | Good | Good | Good | 23020 | 94.2 |