LRD NORTH AVE - WE over MENOMONEE RIVER
Map
Coordinates:
+43.06048, -88.0346843°03'38" N, 88°02'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD NORTH AVE - WE over MENOMONEE RIVER |
Structure number: | B40099800000000 |
Location: | 0.6M E JCT STH 100 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 67.9 ft. [20.7 m] |
Total length: | 78.1 ft. [23.8 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 76.1 ft. [23.2 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: | Arch - Deck [11] |
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: | 15,700 [as of 2016] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 48.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $677,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Poor | Poor | Fair | 15700 | 48.9 |
November 2017 | Poor | Poor | Poor | Fair | 15700 | 48.9 |
December 2016 | Poor | Poor | Poor | Fair | 16605 | 48.6 |
December 2014 | Poor | Poor | Poor | Fair | 16200 | 48.8 |
December 2012 | Poor | Fair | Poor | Satisfactory | 16200 | 56.5 |
November 2010 | Fair | Fair | Fair | Satisfactory | 18700 | 69.6 |
December 2008 | Fair | Fair | Fair | Satisfactory | 18700 | 69.6 |
January 2007 | Fair | Fair | Fair | Satisfactory | 18700 | 69.6 |
May 2004 | Fair | Fair | Fair | Satisfactory | 18700 | 69.6 |
May 2002 | Fair | - | Fair | Satisfactory | 18700 | 70.7 |
November 2000 | Fair | Satisfactory | Fair | Satisfactory | 18700 | 70.7 |
December 1998 | Fair | Satisfactory | Fair | Satisfactory | 24520 | 68.5 |
December 1996 | Fair | Satisfactory | Fair | Satisfactory | 24520 | 68.5 |
October 1994 | Fair | Satisfactory | Fair | Satisfactory | 24520 | 68.0 |
November 1992 | Poor | Fair | Poor | Satisfactory | 24520 | 47.6 |
November 1990 | Poor | Fair | Poor | Satisfactory | 24520 | 47.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Arch | linear ft. | 73 | 0 | 18 | 55 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 153 | 141 | 0 | 12 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 132 | 130 | 2 | 0 | 0 |
Masonry Bridge Rail | linear ft. | 92 | 46 | 46 | 0 | 0 |