LRD PHILLIP ST over WISCONSIN RIVER 48
Map
Coordinates:
+45.64104, -89.4210345°38'28" N, 89°25'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD PHILLIP ST over WISCONSIN RIVER 48 |
Structure number: | B43001000000000 |
Location: | 0.5M W JCT STH 17 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 97.1 ft. [29.6 m] |
Total length: | 249.0 ft. [75.9 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,386 [as of 2015] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 62.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,923,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Fair | 6386 | 62.1 |
May 2017 | Fair | Satisfactory | Satisfactory | Fair | 6386 | 62.1 |
May 2015 | Fair | Satisfactory | Satisfactory | Fair | 6386 | 62.1 |
May 2013 | Fair | Good | Good | Fair | 6200 | 62.1 |
May 2011 | Fair | Good | Good | Fair | 8900 | 65.1 |
May 2009 | Fair | Good | Good | Fair | 8900 | 65.1 |
May 2007 | Fair | Good | Good | Fair | 8900 | 65.1 |
May 2005 | Fair | Good | Good | Fair | 8900 | 65.1 |
October 2003 | Fair | Very Good | Very Good | Fair | 8900 | 65.1 |
October 2001 | Fair | Very Good | Very Good | Fair | 8900 | 65.1 |
July 2000 | Fair | Very Good | Very Good | Fair | 8900 | 65.1 |
September 1997 | Fair | Very Good | Very Good | Fair | 5700 | 61.7 |
December 1996 | Fair | Very Good | Very Good | Fair | 5700 | 65.8 |
September 1994 | Fair | Very Good | Very Good | Fair | 5700 | 65.7 |
December 1992 | Fair | Good | Very Good | Satisfactory | 5700 | 76.9 |
August 1990 | Fair | Good | Very Good | Satisfactory | 5700 | 76.9 |