COUNTY ROAD 436 over BEAR CREEK
Map
Coordinates:
+46.07784, -86.0565746°04'40" N, 86°03'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 436 over BEAR CREEK |
Structure number: | 000000000009710 |
Old structure number: | 75200022000B010 (from 1992 edition) |
Location: | 1.5 MI N OF COUNTY RD 433 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 56.1 ft. [17.1 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 2011 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
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: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 163 [as of 2015] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Excellent | Excellent | Excellent | 163 | 98.0 |
September 2015 | Good | Excellent | Excellent | Excellent | 163 | 96.0 |
September 2013 | Good | Excellent | Excellent | Excellent | 163 | 96.0 |
July 2011 | Poor | Good | Critical | Critical | 163 | 34.4 |
July 2009 | Poor | Good | Serious | Poor | 82 | 30.6 |
June 2008 | Poor | Good | Serious | Poor | 82 | 30.7 |
June 2007 | Poor | Good | Serious | Poor | 82 | 30.7 |
August 2006 | Poor | Good | Serious | Fair | 82 | 30.6 |
July 2005 | Poor | Good | Poor | Satisfactory | 82 | 49.0 |
December 2002 | Poor | Good | Poor | Satisfactory | 82 | 49.0 |
December 1999 | Fair | Satisfactory | Good | Satisfactory | 82 | 76.2 |
December 1997 | Fair | Satisfactory | Good | Satisfactory | 34 | 81.4 |
October 1995 | Fair | Satisfactory | Good | Satisfactory | 34 | 76.3 |
September 1993 | Fair | Satisfactory | Good | Satisfactory | 34 | 76.3 |
October 1991 | Fair | Satisfactory | Good | Satisfactory | 34 | 76.3 |
November 1989 | Fair | Very Good | Good | Satisfactory | 34 | 76.3 |