MARTIN-WILLISTON over PACKER CREEK
Map
Coordinates:
+41.53030, -83.3393041°31'49" N, 83°20'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MARTIN-WILLISTON over PACKER CREEK |
Structure number: | 6235107 |
Location: | 1.0 MI. N. JCT SR163 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 90.2 ft. [27.5 m] |
Deck width edge-to-edge: | 90.2 ft. [27.5 m] |
Skew angle: | 41° |
Owner: | County Highway Agency [02] |
Year built: | 1934 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 256 [as of 2015] |
Truck traffic: | 7% of total traffic |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | - | Satisfactory | Good | 256 | 98.1 |
November 2017 | Fair | - | Satisfactory | Good | 256 | 98.1 |
November 2016 | Fair | Satisfactory | Satisfactory | Good | 256 | 98.1 |
November 2015 | Fair | Satisfactory | Satisfactory | Good | 250 | 98.1 |
December 2014 | Fair | Satisfactory | Satisfactory | Good | 250 | 99.9 |
December 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 250 | 99.9 |
October 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 250 | 99.9 |
December 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 250 | 99.9 |
November 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 250 | 92.4 |
December 2009 | Good | Good | Good | Good | 250 | 92.4 |
November 2008 | Good | Good | Good | Good | 250 | 92.4 |
November 2006 | Good | Good | Good | Good | 250 | 92.4 |
November 2005 | Good | Good | Good | Good | 250 | 92.4 |
December 2004 | Good | Good | Good | Good | 250 | 92.4 |
December 2002 | Good | Good | Good | Good | 250 | 92.4 |
December 2001 | Good | Good | Good | Good | 250 | 92.4 |
December 2000 | Good | Good | Good | Good | 250 | 92.4 |
December 1999 | Good | Good | Good | Good | 250 | 92.4 |
December 1995 | Good | Good | Good | Good | 250 | 92.4 |
September 1994 | Good | Good | Good | Good | 250 | 92.4 |
April 1991 | Good | Very Good | Good | Very Good | 250 | 92.4 |