USH 18 WB-STATE ST over MILWAUKEE RIVER
Map
Coordinates:
+43.04306, -87.9126643°02'35" N, 87°54'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | USH 18 WB-STATE ST over MILWAUKEE RIVER |
Structure number: | B40098000000000 |
Location: | 0.4M W JCT STH 32 TO N |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 119.1 ft. [36.3 m] |
Total length: | 274.0 ft. [83.5 m] |
Roadway width between curbs: | 41.0 ft. [12.5 m] |
Deck width edge-to-edge: | 80.7 ft. [24.6 m] |
Skew angle: | 18° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1924 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Movable - Bascule [16] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,894 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 64.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Good | Fair | 5894 | 64.7 |
May 2016 | Fair | Good | Good | Fair | 5950 | 64.7 |
May 2014 | Fair | Good | Good | Fair | 5950 | 64.7 |
May 2012 | Good | Good | Good | Good | 7800 | 72.7 |
April 2010 | Good | Good | Good | Good | 7800 | 70.3 |
May 2009 | Good | Good | Good | Good | 7800 | 70.3 |
April 2008 | Fair | Good | Good | Satisfactory | 7800 | 70.3 |
June 2006 | - | - | - | - | 7800 | 2.0 |
October 2004 | Poor | Poor | Poor | Satisfactory | 7800 | 46.0 |
November 2002 | Poor | Poor | Poor | Serious | 12200 | 19.1 |
August 2000 | Poor | Poor | Poor | Poor | 12200 | 43.1 |
November 1997 | Poor | Poor | Poor | Poor | 10250 | 42.4 |
January 1997 | Poor | Poor | Poor | Poor | 10250 | 42.4 |
September 1994 | Poor | Poor | Poor | Poor | 10250 | 41.5 |
August 1992 | Poor | Poor | Poor | Poor | 25700 | 35.8 |
November 1990 | Poor | Poor | Poor | Poor | 25700 | 35.8 |