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LRD E CLYBOURN AVE over MILWAUKEE RIVER
Map
Coordinates:
+43.03610, -87.91024
43°02'10" N, 87°54'37" W
+43.03610, -87.91024
43°02'10" N, 87°54'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LRD E CLYBOURN AVE over MILWAUKEE RIVER |
| Structure number: | P40086800000000 |
| Location: | 0.1M W JCT STH 32 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 71.9 ft. [21.9 m] |
| Total length: | 209.7 ft. [63.9 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 61.0 ft. [18.6 m] |
| Skew angle: | 14° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1968 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Movable - Lift [15] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Other [9] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,193 [as of 2015] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| 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: | 92.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Good | Good | Good | Good | 11193 | 92.8 |
| April 2016 | Good | Good | Good | Good | 9495 | 92.9 |
| April 2014 | Good | Good | Good | Good | 9219 | 92.9 |
| May 2012 | Good | Good | Good | Good | 9219 | 90.6 |
| June 2011 | Good | Good | Good | Good | 13400 | 90.4 |
| April 2010 | Poor | Serious | Serious | Fair | 14400 | 21.9 |
| April 2009 | Poor | Serious | Serious | Fair | 14400 | 21.9 |
| February 2009 | Poor | Poor | Serious | Fair | 14400 | 24.9 |
| March 2006 | Fair | Satisfactory | Fair | Satisfactory | 14400 | 58.9 |
| September 2004 | Fair | Satisfactory | Fair | Satisfactory | 14400 | 58.9 |
| November 2002 | Fair | Satisfactory | Fair | Satisfactory | 13400 | 59.1 |
| August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 13400 | 70.6 |
| August 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 14200 | 70.4 |
| November 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 14200 | 70.4 |
| October 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 14200 | 70.3 |
| December 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 14200 | 70.3 |
| October 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 14200 | 70.3 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1609490
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1609490