LRD IRISH RD over N BR MANITOWOC RIVER
Map
Coordinates:
+44.17667, -88.1552844°10'36" N, 88°09'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD IRISH RD over N BR MANITOWOC RIVER |
Structure number: | P08002100000000 |
Location: | 0.8M S JCT STH 57 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 18.0 ft. [5.5 m] |
Total length: | 118.1 ft. [36.0 m] |
Roadway width between curbs: | 17.1 ft. [5.2 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1920 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 6 |
Main spans material: | Masonry [8] |
Main spans design: | Arch - Deck [11] |
Deck type: | Other [9] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 41 [as of 2015] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 68.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $466,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Fair | Fair | 41 | 68.7 |
May 2016 | Fair | Satisfactory | Fair | Fair | 41 | 68.7 |
May 2014 | Fair | Satisfactory | Fair | Fair | 40 | 68.7 |
May 2012 | Fair | Satisfactory | Fair | Fair | 40 | 68.7 |
June 2010 | Fair | Satisfactory | Good | Good | 40 | 79.7 |
May 2008 | Good | Good | Good | Good | 40 | 79.7 |
February 2006 | Good | Good | Good | Good | 40 | 79.7 |
February 2004 | Good | Very Good | Very Good | Very Good | 40 | 79.7 |
August 2002 | Good | Very Good | Very Good | Very Good | 40 | 79.7 |
September 2000 | Good | Very Good | Very Good | Very Good | 40 | 79.7 |
January 1998 | Good | Very Good | Very Good | Very Good | 40 | 79.7 |
March 1996 | Good | Very Good | Very Good | Very Good | 40 | 79.7 |
October 1994 | Good | Very Good | Very Good | Very Good | 40 | 79.7 |
April 1992 | Good | Good | Very Good | Very Good | 40 | 79.7 |
November 1990 | Good | Good | Very Good | Very Good | 40 | 79.7 |