7 MI ROAD over NOTTAWA CREEK
Map
Coordinates:
+42.12633, -85.1570142°07'35" N, 85°09'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 7 MI ROAD over NOTTAWA CREEK |
Structure number: | 000000000001315 |
Old structure number: | 13200071000B010 (from 1992 edition) |
Location: | BURLINGTON TWP SEC 17 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 40° |
Owner: | County Highway Agency [02] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,949 [as of 1995] |
Truck traffic: | 14% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 71.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 2949 | 71.0 |
September 2015 | Good | Good | Good | Good | 2949 | 70.0 |
September 2013 | Good | Good | Good | Very Good | 2949 | 70.0 |
September 2011 | Good | Good | Good | Very Good | 2949 | 70.0 |
September 2009 | Good | Good | Good | Very Good | 2949 | 70.0 |
October 2007 | Good | Good | Good | Very Good | 2949 | 68.0 |
September 2005 | Good | Good | Good | Very Good | 2949 | 74.8 |
October 2003 | Good | Good | Good | Very Good | 2949 | 74.8 |
November 2001 | Good | Good | Good | Very Good | 2949 | 74.8 |
November 1999 | Good | Good | Good | Good | 2949 | 74.8 |
December 1997 | Good | Good | Good | Good | 2949 | 74.8 |
December 1995 | Good | Very Good | Very Good | Very Good | 2949 | 74.2 |
January 1994 | Good | Very Good | Very Good | Very Good | 2278 | 75.6 |
December 1991 | Good | Very Good | Very Good | Very Good | 2255 | 76.9 |
December 1989 | Good | Very Good | Very Good | Very Good | 1874 | 79.1 |