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LRD OLD HWY 139 RD over LITTLE POPPLE RIVER
Map
Coordinates:
+45.76731, -88.69564
45°46'02" N, 88°41'44" W
+45.76731, -88.69564
45°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 |
© 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/1608360
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1608360