LRD W WISCONSIN AV over HONEY CREEK
Map
Coordinates:
+43.03874, -88.0124443°02'19" N, 88°00'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD W WISCONSIN AV over HONEY CREEK |
Structure number: | P40077600000000 |
Location: | 0.1M E JCT STH 181 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1934 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,712 [as of 2015] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 37.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $291,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Fair | Poor | Fair | 8712 | 37.6 |
November 2017 | Poor | Fair | Poor | Fair | 8712 | 37.6 |
December 2016 | Poor | Fair | Poor | Fair | 8712 | 37.6 |
December 2014 | Poor | Fair | Poor | Fair | 8500 | 37.6 |
December 2012 | Fair | Satisfactory | Fair | Fair | 9200 | 38.5 |
November 2010 | Fair | Satisfactory | Fair | Fair | 9200 | 38.5 |
December 2008 | Fair | Satisfactory | Fair | Fair | 9200 | 54.7 |
January 2007 | Fair | Satisfactory | Fair | Fair | 9200 | 54.7 |
May 2004 | Fair | Fair | Fair | Fair | 9200 | 53.7 |
May 2002 | Fair | Fair | Fair | Fair | 9200 | 53.7 |
November 2000 | Fair | Fair | Satisfactory | Satisfactory | 9200 | 64.1 |
November 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 9700 | 65.1 |
December 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 9700 | 65.1 |
October 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 9700 | 62.5 |
June 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 9700 | 62.5 |
November 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 9700 | 62.5 |