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29 MILE ROAD over S BRANCH KALAMAZOO RIVER
Map
Coordinates:
+42.13075, -84.73034
42°07'51" N, 84°43'49" W
+42.13075, -84.73034
42°07'51" N, 84°43'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 29 MILE ROAD over S BRANCH KALAMAZOO RIVER |
| Structure number: | 000000000001365 |
| Old structure number: | 13312H00031B010 (from 1992 edition) |
| Location: | 4 MI E OF HOMER |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 51.8 ft. [15.8 m] |
| Roadway width between curbs: | 28.2 ft. [8.6 m] |
| Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1973 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Wood or timber [7] |
| Main spans design: | Slab [01] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 174 [as of 1994] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 99.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 174 | 99.6 |
| September 2015 | Fair | Satisfactory | Very Good | Satisfactory | 174 | 95.4 |
| September 2014 | Fair | Good | Excellent | Satisfactory | 174 | 95.4 |
| August 2013 | Poor | Satisfactory | Serious | Critical | 174 | 40.9 |
| September 2012 | Poor | Satisfactory | Serious | Critical | 174 | 40.9 |
| September 2010 | Poor | Satisfactory | Satisfactory | Serious | 174 | 53.8 |
| September 2008 | Poor | Satisfactory | Satisfactory | Serious | 174 | 53.8 |
| September 2006 | Poor | Satisfactory | Good | Serious | 174 | 53.8 |
| August 2004 | Poor | Good | Good | Serious | 174 | 53.8 |
| October 2002 | Fair | Good | Good | Satisfactory | 174 | 96.9 |
| November 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 174 | 96.9 |
| February 1999 | Fair | Very Good | Satisfactory | Very Good | 174 | 96.9 |
| March 1997 | Fair | Very Good | Satisfactory | Very Good | 174 | 96.9 |
| December 1994 | Good | Very Good | Good | Very Good | 174 | 97.0 |
| December 1992 | Fair | Satisfactory | Good | Very Good | 171 | 97.0 |
| November 1990 | Fair | Satisfactory | Good | Very Good | 171 | 97.0 |
© 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/1248532
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1248532