Share: 
LRD PROMEN DR over LAKESIDE CREEK
Map
Coordinates:
+43.79753, -88.44353
43°47'51" N, 88°26'37" W
+43.79753, -88.44353
43°47'51" N, 88°26'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LRD PROMEN DR over LAKESIDE CREEK |
| Structure number: | P20072000000000 |
| Location: | 0.4M N JCT USH 151 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 24.9 ft. [7.6 m] |
| Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1927 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 587 [as of 2015] |
| 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 43.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $364,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Poor | - | Poor | Fair | 587 | 43.0 |
| July 2017 | Fair | Fair | Fair | Fair | 587 | 56.1 |
| August 2016 | Fair | Fair | Fair | Fair | 587 | 56.1 |
| October 2015 | Fair | Satisfactory | Fair | Fair | 587 | 57.1 |
| November 2014 | Fair | Satisfactory | Fair | Fair | 500 | 57.1 |
| January 2013 | Fair | Good | Fair | Fair | 500 | 63.9 |
| November 2012 | Fair | Good | Fair | Fair | 500 | 63.9 |
| November 2010 | Fair | Good | Fair | Fair | 500 | 61.9 |
| February 2009 | Fair | Good | Fair | Fair | 500 | 61.9 |
| November 2006 | Fair | Good | Fair | Fair | 500 | 61.9 |
| August 2004 | Poor | Fair | Poor | Fair | 500 | 47.8 |
| August 2002 | Fair | Fair | Fair | Fair | 500 | 60.9 |
| December 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 72.9 |
| March 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 72.9 |
| November 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 72.9 |
| January 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 72.9 |
| January 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 72.9 |
© 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/1608328
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1608328