LRD WHITNALL PARK over ROOT RIVER
Map
Coordinates:
+42.94949, -88.0232342°56'58" N, 88°01'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD WHITNALL PARK over ROOT RIVER |
Structure number: | P40056600000000 |
Location: | 0.9M W JCT CTH U |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 41.3 ft. [12.6 m] |
Total length: | 42.7 ft. [13.0 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 47 [as of 2015] |
Deck condition: | Fair [5 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: | 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: | 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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 65.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Fair | Fair | 47 | 65.5 |
September 2016 | Fair | Fair | Fair | Fair | 47 | 65.5 |
September 2014 | Fair | Fair | Fair | Fair | 40 | 62.5 |
September 2012 | Fair | Fair | Fair | Fair | 40 | 62.5 |
September 2010 | Fair | Fair | Fair | Fair | 40 | 62.5 |
September 2008 | Fair | Fair | Fair | Fair | 40 | 62.5 |
August 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 74.5 |
September 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 74.5 |
August 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 74.5 |
November 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 74.5 |
November 1998 | Fair | Satisfactory | Satisfactory | Very Good | 40 | 74.5 |
December 1996 | Fair | Satisfactory | Satisfactory | Very Good | 40 | 74.5 |
October 1994 | Fair | Satisfactory | Satisfactory | Very Good | 40 | 74.5 |
December 1992 | Fair | Satisfactory | Satisfactory | Very Good | 40 | 74.5 |
October 1990 | Good | Good | Very Good | Very Good | 40 | 74.5 |