10 MILE RD over BEAVER CREEK
Map
Coordinates:
+43.69840, -85.9535143°41'54" N, 85°57'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 10 MILE RD over BEAVER CREEK |
Structure number: | 000000000007752 |
Old structure number: | 62303H00010B010 (from 1992 edition) |
Location: | 3 MILES EAST OF VOLNEY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.8 ft. [10.6 m] |
Total length: | 35.8 ft. [10.9 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1925 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2000] |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 18.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $122,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Serious | Serious | Serious | 100 | 18.8 |
June 2017 | Poor | Serious | Serious | Serious | 100 | 18.8 |
June 2016 | Poor | Serious | Serious | Serious | 100 | 18.8 |
June 2015 | Poor | Serious | Serious | Serious | 100 | 18.8 |
June 2014 | Poor | Serious | Serious | Serious | 100 | 18.8 |
June 2012 | Poor | Serious | Serious | Serious | 100 | 18.8 |
June 2010 | Poor | Serious | Serious | Serious | 100 | 18.8 |
April 2009 | Poor | Serious | Serious | Serious | 100 | 18.8 |
May 2008 | Poor | Serious | Serious | Serious | 100 | 18.8 |
May 2006 | Poor | Serious | Serious | Serious | 100 | 18.8 |
May 2004 | Poor | Serious | Serious | Serious | 100 | 18.8 |
May 2002 | Poor | Serious | Poor | Serious | 100 | 18.8 |
April 2000 | Poor | Serious | - | Serious | 100 | 18.8 |
November 1998 | Poor | Serious | - | Serious | 50 | 24.3 |
October 1996 | Poor | Serious | - | Serious | 50 | 19.1 |
October 1994 | Poor | Serious | Serious | Critical | 50 | 19.1 |
August 1992 | Poor | Serious | Serious | Critical | 50 | 19.1 |
February 1990 | Poor | Serious | Serious | Critical | 50 | 24.3 |