14 MI RD over MCDUFFEE CREEK
Map
Coordinates:
+43.75694, -85.7450843°45'25" N, 85°44'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 14 MI RD over MCDUFFEE CREEK |
Structure number: | 000000000007771 |
Old structure number: | 62315H00003B010 (from 1992 edition) |
Location: | 6 MI E OF BITELY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 38.7 ft. [11.8 m] |
Total length: | 38.7 ft. [11.8 m] |
Roadway width between curbs: | 17.1 ft. [5.2 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1925 |
Year reconstructed: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 50 [as of 2003] |
Truck traffic: | 15% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 29.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Very Good | Satisfactory | Poor | 50 | 29.4 |
June 2017 | Poor | Very Good | Satisfactory | Poor | 50 | 29.4 |
June 2016 | Poor | Very Good | Satisfactory | Poor | 50 | 29.4 |
June 2015 | Poor | Very Good | Satisfactory | Poor | 50 | 29.4 |
June 2014 | Poor | Very Good | Satisfactory | Poor | 50 | 29.4 |
June 2012 | Poor | Very Good | Satisfactory | Poor | 50 | 36.1 |
May 2010 | Poor | Very Good | Satisfactory | Poor | 50 | 36.1 |
May 2008 | Poor | Very Good | Satisfactory | Poor | 50 | 36.1 |
May 2006 | Poor | Very Good | Good | Poor | 50 | 43.7 |
May 2004 | Poor | Very Good | Good | Poor | 50 | 43.7 |
September 2003 | Poor | Very Good | Good | Poor | 50 | 45.7 |
May 2002 | Poor | Serious | Serious | Poor | 50 | 24.3 |
April 2000 | Poor | Serious | Serious | Poor | 50 | 24.3 |
December 1998 | Poor | Serious | Serious | Poor | 50 | 24.3 |
October 1996 | Poor | Serious | - | Poor | 50 | 33.0 |
August 1994 | Poor | Serious | Serious | Critical | 50 | 24.3 |
May 1992 | Poor | Serious | Serious | Critical | 50 | 24.3 |
February 1990 | Poor | Serious | Serious | Critical | 50 | 24.3 |