MOHRMANN BRIDGE RD over HANLEY CREEK
Map
Coordinates:
+45.09644, -85.2573645°05'47" N, 85°15'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MOHRMANN BRIDGE RD over HANLEY CREEK |
Structure number: | 000000000000367 |
Old structure number: | 05302H00017B010 (from 1992 edition) |
Location: | 2 MI N OF CENTRAL LAKE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 150 [as of 1997] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 88.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Very Good | Fair | 150 | 88.5 |
September 2016 | Fair | Good | Very Good | Fair | 150 | 85.4 |
September 2014 | Fair | Good | Very Good | Fair | 150 | 87.7 |
September 2012 | Fair | Very Good | Very Good | Fair | 150 | 87.7 |
October 2010 | Fair | Very Good | Very Good | Fair | 150 | 87.7 |
July 2008 | Fair | Very Good | Very Good | Satisfactory | 150 | 98.8 |
May 2006 | Fair | Very Good | Very Good | Satisfactory | 150 | 98.8 |
July 2004 | Fair | Very Good | Very Good | Satisfactory | 150 | 98.8 |
July 2002 | Fair | Very Good | Very Good | Satisfactory | 150 | 98.8 |
June 2000 | Fair | Very Good | Very Good | Satisfactory | 150 | 98.7 |
June 1998 | Good | Very Good | Very Good | Good | 150 | 98.7 |
June 1996 | Good | Very Good | Very Good | Very Good | 150 | 98.7 |
March 1994 | Good | Very Good | Very Good | Very Good | 150 | 100.0 |
June 1992 | Good | Very Good | Very Good | Very Good | 150 | 100.0 |
June 1990 | Good | Very Good | Very Good | Very Good | 150 | 100.0 |