LRD OLD HWY 139 RD over LITTLE POPPLE RIVER
Map
Coordinates:
+45.76731, -88.6956445°46'02" N, 88°41'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD OLD HWY 139 RD over LITTLE POPPLE RIVER |
Structure number: | P21001600000000 |
Location: | 0.4M N JCT STH 139 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 23.3 ft. [7.1 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1926 |
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: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 60 [as of 2015] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 39.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $134,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | Fair | Fair | Poor | 60 | 39.0 |
August 2017 | Poor | Fair | Fair | Poor | 60 | 39.0 |
August 2016 | Poor | Fair | Fair | Poor | 60 | 39.0 |
August 2015 | Poor | Fair | Fair | Poor | 60 | 39.0 |
August 2014 | Poor | Fair | Fair | Poor | 60 | 39.0 |
August 2012 | Poor | Fair | Fair | Poor | 60 | 39.0 |
September 2010 | Poor | Satisfactory | Satisfactory | Poor | 57 | 40.0 |
September 2008 | Poor | Satisfactory | Satisfactory | Poor | 57 | 69.0 |
September 2006 | Poor | Satisfactory | Satisfactory | Poor | 57 | 69.0 |
September 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 57 | 96.0 |
August 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 57 | 96.0 |
September 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 96.0 |
October 1998 | Fair | Satisfactory | Fair | Satisfactory | 30 | 85.0 |
October 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 94.0 |
September 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 94.0 |
September 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 94.0 |
August 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 96.0 |