LRD PROMEN DR over LAKESIDE CREEK
Map
Coordinates:
+43.79644, -88.4395043°47'47" N, 88°26'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD PROMEN DR over LAKESIDE CREEK |
Structure number: | P20072100000000 |
Location: | 2.0M W OF USH 151, 0.1M S |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 41.3 ft. [12.6 m] |
Total length: | 42.7 ft. [13.0 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1927 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 587 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 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: | 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 minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 76.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Satisfactory | Fair | 587 | 76.5 |
October 2016 | Fair | Good | Satisfactory | Fair | 587 | 76.5 |
November 2014 | Fair | Good | Satisfactory | Fair | 500 | 76.5 |
November 2012 | Fair | Good | Satisfactory | Fair | 500 | 75.5 |
November 2010 | Fair | Good | Satisfactory | Fair | 500 | 74.4 |
November 2008 | Fair | Excellent | Satisfactory | Fair | 500 | 74.4 |
November 2006 | Poor | Fair | Poor | Fair | 500 | 57.4 |
October 2004 | Poor | Fair | Poor | Fair | 500 | 57.4 |
February 2004 | Poor | Fair | Poor | Fair | 500 | 57.4 |
August 2002 | Poor | Fair | Poor | Fair | 500 | 57.4 |
December 2000 | Fair | Fair | Fair | Fair | 500 | 77.4 |
March 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 85.4 |
November 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 88.7 |
January 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 88.7 |
January 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 88.7 |