FRENCH LINE ROAD over BEALS & FRIZZLE DRAIN
Map
Coordinates:
+43.36297, -82.8224843°21'47" N, 82°49'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FRENCH LINE ROAD over BEALS & FRIZZLE DRAIN |
Structure number: | 000000000009533 |
Old structure number: | 74200006000B030 (from 1992 edition) |
Location: | SEC 21-28 WATERTOWN TWP |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 22.6 ft. [6.9 m] |
Roadway width between curbs: | 31.5 ft. [9.6 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
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: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 610 [as of 2010] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 39.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Fair | Poor | Satisfactory | 610 | 39.4 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 91.7 |
June 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 91.7 |
June 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 91.7 |
June 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 91.7 |
June 2008 | Good | Good | Good | Good | 482 | 91.7 |
July 2006 | Good | Good | Good | Good | 482 | 91.7 |
June 2004 | Good | Good | Good | Good | 1600 | 87.9 |
June 2002 | Good | Good | Good | Good | 1600 | 89.1 |
June 2000 | Good | Good | Good | Good | 1600 | 88.2 |
November 1998 | Good | Good | Good | Good | 1600 | 88.2 |
November 1996 | Good | Good | Good | Good | 1600 | 66.2 |
August 1994 | Good | Very Good | Good | Very Good | 750 | 69.8 |
February 1992 | Good | Very Good | Good | Very Good | 750 | 77.4 |
January 1990 | Good | Very Good | Good | Very Good | 750 | 77.4 |