WEST EIGHTH ST. over WOODLAWN AVENUE
Map
Coordinates:
+39.10570, -84.5678539°06'21" N, 84°34'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WEST EIGHTH ST. over WOODLAWN AVENUE |
Structure number: | 3162656 |
Location: | AT WOODLAWN&W.8TH OVERPAS |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 84.0 ft. [25.6 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 56.1 ft. [17.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1955 |
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: | 2 |
Main spans material: | Steel [3] |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,813 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 78.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Satisfactory | 19813 | 78.0 |
May 2017 | Fair | Good | Good | Satisfactory | 19813 | 78.0 |
May 2016 | Fair | Good | Good | Satisfactory | 19813 | 78.0 |
May 2015 | Fair | Good | Good | Satisfactory | 14400 | 78.0 |
May 2014 | Fair | Satisfactory | Good | Satisfactory | 14400 | 77.0 |
May 2013 | Good | Good | Good | Good | 14400 | 77.0 |
May 2012 | Good | Good | Good | Good | 14400 | 77.0 |
May 2011 | Good | Good | Good | Good | 14400 | 77.0 |
May 2010 | Good | Good | Good | Good | 14400 | 77.0 |
April 2009 | Good | Good | Good | Good | 14400 | 77.0 |
April 2008 | Good | Good | Good | Good | 14400 | 77.0 |
May 2007 | Good | Good | Good | Good | 14400 | 77.0 |
April 2006 | Good | Good | Good | Good | 14400 | 77.0 |
December 2004 | Good | Good | Good | Good | 14400 | 77.0 |
February 2003 | Fair | Satisfactory | Good | Good | 14400 | 77.0 |
November 2001 | Fair | Satisfactory | Good | Good | 14400 | 77.0 |
October 1999 | Good | Good | Good | Good | 14400 | 77.0 |
October 1998 | Good | Good | Good | Good | 14400 | 77.0 |
November 1995 | Good | Good | Good | Good | 14400 | 96.0 |
October 1994 | Good | Good | Good | Good | 14400 | 96.0 |
October 1993 | Good | Good | Good | Good | 14400 | 96.0 |
October 1992 | Good | Good | Good | Good | 14400 | 96.0 |
November 1991 | Good | Good | Good | Good | 14400 | 96.0 |
February 1991 | Good | Good | Good | Good | 11320 | 96.0 |