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LRD PLANKINTON AVE over MENOMONEE RIVER
Map
Coordinates:
+43.03236, -87.91257
43°01'56" N, 87°54'45" W
+43.03236, -87.91257
43°01'56" N, 87°54'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LRD PLANKINTON AVE over MENOMONEE RIVER |
| Structure number: | P40053900000000 |
| Location: | 0.2M S JCT IH 794 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 128.9 ft. [39.3 m] |
| Total length: | 187.0 ft. [57.0 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 62.0 ft. [18.9 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1984 |
| 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 - Bascule [16] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Other [9] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,131 [as of 2015] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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 replacement [2] |
| 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: | 64.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,472,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Fair | Satisfactory | Fair | Satisfactory | 8131 | 64.4 |
| April 2016 | Fair | Satisfactory | Fair | Satisfactory | 6100 | 64.6 |
| April 2014 | Fair | Satisfactory | Fair | Satisfactory | 6030 | 64.6 |
| May 2012 | Fair | Satisfactory | Fair | Satisfactory | 6030 | 62.6 |
| April 2010 | Fair | Satisfactory | Fair | Satisfactory | 10200 | 60.8 |
| July 2009 | Fair | Satisfactory | Fair | Satisfactory | 10200 | 60.8 |
| March 2008 | Fair | Satisfactory | Fair | Satisfactory | 10200 | 60.8 |
| February 2006 | Fair | Satisfactory | Fair | Satisfactory | 10200 | 60.8 |
| October 2004 | Fair | Satisfactory | Fair | Satisfactory | 10200 | 60.8 |
| November 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 9600 | 72.3 |
| August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 9600 | 72.3 |
| October 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 10400 | 72.1 |
| January 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 10400 | 72.1 |
| September 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 10400 | 72.0 |
| September 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 10400 | 72.0 |
| November 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 10400 | 72.0 |
© 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/1609361
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1609361