LRD THOROFARE RD ( over ROUND LAKE OUTLET
Map
Coordinates:
+45.91428, -90.0681745°54'51" N, 90°04'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD THOROFARE RD ( over ROUND LAKE OUTLET |
Structure number: | B50005100000000 |
Location: | 2.1M N JCT STH 70 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 62.7 ft. [19.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 102 [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 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 102 | 91.5 |
June 2016 | Good | Good | Good | Good | 102 | 91.5 |
July 2014 | Good | Very Good | Very Good | Very Good | 102 | 86.5 |
May 2012 | Good | Very Good | Very Good | Very Good | 102 | 92.5 |
May 2010 | Good | Very Good | Very Good | Very Good | 100 | 98.0 |
May 2008 | Good | Very Good | Very Good | Very Good | 100 | 98.0 |
May 2006 | Good | Very Good | Very Good | Very Good | 100 | 98.0 |
May 2004 | Good | Very Good | Very Good | Very Good | 100 | 98.0 |
October 2002 | Good | Very Good | Very Good | Very Good | 100 | 98.0 |
May 2000 | Good | Very Good | Very Good | Very Good | 100 | 98.0 |
September 1998 | Good | Very Good | Very Good | Very Good | 100 | 98.0 |
August 1996 | Good | Very Good | Very Good | Very Good | 100 | 98.0 |
September 1994 | Fair | Very Good | Good | Satisfactory | 100 | 98.0 |
November 1992 | Good | Very Good | Very Good | Very Good | 100 | 98.0 |
July 1990 | Good | Very Good | Excellent | Very Good | 100 | 98.0 |