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DIMMERS ROAD over E FORK W BR ST JOSEPH RV
Map
Coordinates:
+41.79660, -84.63787
41°47'48" N, 84°38'16" W
+41.79660, -84.63787
41°47'48" N, 84°38'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | DIMMERS ROAD over E FORK W BR ST JOSEPH RV |
| Structure number: | 000000000003364 |
| Old structure number: | 30327H00011B010 (from 1992 edition) |
| Location: | 0.3 MILE W OF HILLSDALE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 7.9 ft. [2.4 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Skew angle: | 20° |
| Owner: | County Highway Agency [02] |
| Year built: | 1970 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 141 [as of 2014] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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] |
| Culvert condition: | Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 40.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2018 | Poor | 3 out of 10 | 141 | 40.9 |
| November 2017 | Poor | 3 out of 10 | 141 | 40.9 |
| November 2016 | Poor | 3 out of 10 | 141 | 40.9 |
| November 2015 | Poor | 3 out of 10 | 141 | 40.9 |
| November 2014 | Poor | 3 out of 10 | 141 | 40.9 |
| November 2012 | Poor | 3 out of 10 | 234 | 40.8 |
| November 2010 | Poor | 3 out of 10 | 234 | 40.8 |
| November 2008 | Poor | 3 out of 10 | 234 | 40.8 |
| November 2006 | Poor | 4 out of 10 | 234 | 69.9 |
| January 2005 | Poor | 4 out of 10 | 295 | 72.9 |
| October 2002 | - | N out of 10 | 295 | 99.9 |
| November 2000 | Poor | 4 out of 10 | 285 | 69.9 |
| November 1998 | Poor | 4 out of 10 | 285 | 69.9 |
| November 1996 | Fair | 5 out of 10 | 200 | 85.9 |
| November 1994 | Fair | 6 out of 10 | 200 | 94.0 |
| November 1992 | Good | 7 out of 10 | 200 | 94.0 |
| November 1990 | Good | 7 out of 10 | 290 | 94.0 |
© 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/1250357
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1250357