TWP. ROAD E over BAD CREEK
Map
Coordinates:
+41.54489, -83.9886841°32'42" N, 83°59'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TWP. ROAD E over BAD CREEK |
Structure number: | 2630664 |
Location: | 0.5 MI. W. OF ROAD 6 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 31.8 ft. [9.7 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1937 |
Year reconstructed: | 2016 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
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: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 935 [as of 2015] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Excellent | Excellent | 935 | 99.9 |
October 2017 | Good | Excellent | Excellent | Excellent | 935 | 99.9 |
October 2016 | Good | Excellent | Excellent | Excellent | 935 | 99.9 |
October 2015 | Poor | Poor | Poor | Satisfactory | 935 | 40.2 |
December 2014 | Poor | Poor | Poor | Satisfactory | 1101 | 49.7 |
December 2013 | Poor | Poor | Poor | Satisfactory | 1101 | 47.6 |
September 2012 | Poor | Fair | Poor | Satisfactory | 1101 | 48.6 |
December 2011 | Poor | Fair | Poor | Satisfactory | 1101 | 48.6 |
November 2010 | Poor | Fair | Poor | Satisfactory | 1101 | 48.6 |
November 2009 | Poor | Fair | Poor | Satisfactory | 1101 | 48.5 |
November 2008 | Poor | Fair | Poor | Satisfactory | 1249 | 46.0 |
November 2007 | Fair | Fair | Fair | Good | 1249 | 60.2 |
November 2006 | Fair | Fair | Fair | Good | 1249 | 60.2 |
November 2004 | Fair | Fair | Fair | Good | 1249 | 60.2 |
October 2003 | Fair | Fair | Fair | Good | 1249 | 60.2 |
October 2002 | Fair | Fair | Fair | Good | 1249 | 60.2 |
November 2001 | Fair | Fair | Fair | Good | 1249 | 60.2 |
November 1999 | Fair | Fair | Fair | Good | 1249 | 60.2 |
November 1998 | Fair | Fair | Fair | Good | 998 | 60.2 |
November 1996 | Fair | Fair | Fair | Good | 998 | 60.2 |
November 1995 | Fair | Fair | Fair | Good | 200 | 71.5 |
December 1994 | Fair | Fair | Fair | Good | 200 | 71.5 |
November 1993 | Fair | Satisfactory | Satisfactory | Good | 200 | 83.5 |
December 1992 | Good | Good | Good | Good | 200 | 83.5 |
December 1991 | Good | Good | Good | Good | 200 | 83.5 |