DARBY-POTTRSBRG RD over US33
Map
Coordinates:
+40.26835, -83.4981540°16'06" N, 83°29'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DARBY-POTTRSBRG RD over US33 |
Structure number: | 8000743 |
Location: | 1.47 MI N OF SR739 |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 122.1 ft. [37.2 m] |
Total length: | 232.0 ft. [70.7 m] |
Roadway width between curbs: | 50.9 ft. [15.5 m] |
Deck width edge-to-edge: | 53.8 ft. [16.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 31° |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
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 continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 264 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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: | 95.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Very Good | Very Good | Very Good | 264 | 95.9 |
March 2017 | Good | Very Good | Very Good | Very Good | 264 | 95.9 |
March 2016 | Good | Very Good | Very Good | Very Good | 264 | 95.9 |
March 2015 | Good | Very Good | Very Good | Very Good | 5270 | 93.4 |
March 2014 | Good | Very Good | Excellent | Excellent | 5270 | 93.4 |
February 2013 | Good | Very Good | Excellent | Excellent | 5270 | 93.4 |
March 2012 | Good | Very Good | Excellent | Excellent | 5270 | 93.4 |
March 2011 | Good | Very Good | Excellent | Excellent | 5270 | 93.4 |
March 2010 | Good | Very Good | Excellent | Excellent | 5270 | 93.4 |
February 2009 | Good | Excellent | Excellent | Excellent | 5270 | 93.4 |
May 2008 | Good | Excellent | Excellent | Excellent | 5270 | 93.4 |
October 2007 | Good | Excellent | Excellent | Excellent | 5270 | 91.4 |
July 2006 | Good | Excellent | Excellent | Excellent | 5270 | 91.4 |
May 2005 | Good | Excellent | Excellent | Excellent | 5270 | 91.4 |
April 2004 | Good | Excellent | Excellent | Excellent | 5270 | 91.4 |
April 2003 | Good | Excellent | Excellent | Excellent | 5270 | 91.4 |
March 2002 | Good | Excellent | Excellent | Excellent | 5270 | 91.4 |
March 2000 | Good | Excellent | Excellent | Excellent | 5270 | 93.4 |
March 1999 | Good | Excellent | Excellent | Excellent | 5270 | 93.4 |
April 1998 | Good | Excellent | Excellent | Excellent | 5270 | 93.4 |
February 1996 | Good | Excellent | Excellent | Excellent | 5270 | 97.5 |
March 1994 | Good | Very Good | Very Good | Very Good | 5270 | 97.6 |
February 1993 | Good | Very Good | Very Good | Very Good | 5270 | 97.6 |
March 1992 | Good | Very Good | Very Good | Very Good | 5270 | 97.6 |
March 1991 | Good | Very Good | Very Good | Very Good | 5270 | 97.6 |