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MCCABE ROAD over HURON RIVER
Map
Coordinates:
+42.48309, -83.74183
42°28'59" N, 83°44'31" W
+42.48309, -83.74183
42°28'59" N, 83°44'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MCCABE ROAD over HURON RIVER |
| Structure number: | 000000000005861 |
| Old structure number: | 47306H00010B010 (from 1992 edition) |
| Location: | SEC 16 GREEN OAK TWP |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 53.8 ft. [16.4 m] |
| Total length: | 55.8 ft. [17.0 m] |
| Roadway width between curbs: | 19.0 ft. [5.8 m] |
| Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1930 |
| Year reconstructed: | 1953 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 229 [as of 2013] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 38.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Poor | Satisfactory | Serious | Satisfactory | 229 | 38.9 |
| November 2017 | Poor | Satisfactory | Serious | Satisfactory | 229 | 38.9 |
| November 2016 | Poor | Satisfactory | Serious | Satisfactory | 229 | 38.9 |
| November 2014 | Poor | Satisfactory | Serious | Satisfactory | 229 | 20.1 |
| November 2012 | Poor | Satisfactory | Serious | Satisfactory | 230 | 20.1 |
| November 2010 | Poor | Satisfactory | Poor | Satisfactory | 260 | 20.0 |
| December 2008 | Poor | Satisfactory | Poor | Satisfactory | 260 | 20.0 |
| October 2006 | Fair | Satisfactory | Fair | Satisfactory | 227 | 20.3 |
| October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 227 | 30.1 |
| September 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 227 | 30.1 |
| September 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 89 | 47.3 |
| July 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 296 | 30.0 |
| October 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 296 | 37.6 |
| July 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 296 | 37.6 |
| June 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 296 | 37.6 |
© 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/1252665
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1252665