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S HARPER DRIVE over LITTLE MANISTEE RIVER
Map
Coordinates:
+44.11551, -85.97305
44°06'56" N, 85°58'23" W
+44.11551, -85.97305
44°06'56" N, 85°58'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | S HARPER DRIVE over LITTLE MANISTEE RIVER |
| Structure number: | 000000000005292 |
| Old structure number: | 43305H00025B030 (from 1992 edition) |
| Location: | 3 MILES SW OF IRONS |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 46.9 ft. [14.3 m] |
| Total length: | 51.8 ft. [15.8 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1979 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Concrete [1] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 115 [as of 2007] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 97.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Good | Very Good | Good | Good | 115 | 97.0 |
| May 2015 | Good | Very Good | Good | Good | 115 | 97.0 |
| May 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 115 | 97.0 |
| May 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 115 | 97.0 |
| June 2009 | Fair | Satisfactory | Satisfactory | Fair | 115 | 86.0 |
| May 2007 | Fair | Satisfactory | Satisfactory | Fair | 115 | 86.0 |
| July 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 110 | 97.0 |
| May 2003 | Fair | Satisfactory | Good | Satisfactory | 100 | 97.0 |
| November 2001 | Fair | Satisfactory | Good | Satisfactory | 75 | 100.0 |
| October 1999 | Good | Good | Good | Good | 75 | 100.0 |
| June 1997 | Good | - | - | Good | 75 | 100.0 |
| July 1995 | Good | Good | Good | Good | 75 | 100.0 |
| December 1993 | Good | Good | Good | Good | 75 | 100.0 |
| November 1991 | Good | Good | Good | Good | 75 | 100.0 |
© 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/1252147
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1252147