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LRD LENAWEE RD over E FK CRANBERRY RIVER
Map
Coordinates:
+46.78508, -91.24618
46°47'06" N, 91°14'46" W
+46.78508, -91.24618
46°47'06" N, 91°14'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LRD LENAWEE RD over E FK CRANBERRY RIVER |
| Structure number: | B04003400000000 |
| Location: | 6.3M E JCT CTH A |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 25.3 ft. [7.7 m] |
| Total length: | 25.3 ft. [7.7 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1982 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Culvert [19] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 117 [as of 2015] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 98.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2018 | Good | 7 out of 10 | 117 | 98.9 |
| August 2016 | Good | 7 out of 10 | 117 | 98.9 |
| August 2014 | Good | 7 out of 10 | 100 | 98.9 |
| September 2012 | Good | 8 out of 10 | 100 | 97.9 |
| August 2010 | Good | 8 out of 10 | 100 | 98.9 |
| August 2008 | Good | 8 out of 10 | 100 | 98.9 |
| August 2006 | Good | 8 out of 10 | 100 | 98.9 |
| August 2004 | Good | 8 out of 10 | 100 | 98.9 |
| September 2002 | Good | 8 out of 10 | 100 | 98.9 |
| October 2000 | Good | 8 out of 10 | 100 | 98.9 |
| July 1998 | Good | 8 out of 10 | 100 | 98.9 |
| June 1996 | Good | 7 out of 10 | 100 | 98.9 |
| November 1994 | Good | 7 out of 10 | 100 | 98.9 |
| July 1992 | Good | 8 out of 10 | 100 | 98.9 |
| May 1990 | Good | 8 out of 10 | 100 | 98.9 |
© 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/1596938
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1596938