BURREL ROAD over CEDAR RIVER
Map
Coordinates:
+44.97390, -85.1626444°58'26" N, 85°09'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BURREL ROAD over CEDAR RIVER |
Structure number: | 000000000013306 |
Old structure number: | 05310B00002B010 (from 1992 edition) |
Location: | 0.2 MI N OF STOVER RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 17.1 ft. [5.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 2009 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 23 [as of 2009] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Very Good | Very Good | Very Good | 23 | 87.8 |
September 2016 | Good | Very Good | Very Good | Very Good | 23 | 88.8 |
September 2014 | Good | Very Good | Very Good | Very Good | 23 | 88.8 |
September 2012 | Good | Very Good | Very Good | Very Good | 23 | 88.8 |
October 2010 | Good | Excellent | Excellent | Excellent | 23 | 88.8 |
December 2009 | Good | Excellent | Excellent | Excellent | 23 | 88.8 |
July 2008 | Poor | Imminent Failure | Serious | Satisfactory | 109 | 17.0 |
October 2007 | Poor | Imminent Failure | Serious | Satisfactory | 109 | 17.0 |
May 2006 | Poor | Imminent Failure | Serious | Satisfactory | 109 | 17.0 |
August 2005 | Poor | Critical | Serious | Satisfactory | 109 | 16.8 |