M DRIVE SOUTH over NOTTAWASSEPEE CREEK
Map
Coordinates:
+42.15670, -85.1309142°09'24" N, 85°07'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M DRIVE SOUTH over NOTTAWASSEPEE CREEK |
Structure number: | 000000000001350 |
Old structure number: | 13305H00020B010 (from 1992 edition) |
Location: | 4 MI NW OF BURLINGTON |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 17.1 ft. [5.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
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: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 108 [as of 1994] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 28.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Fair | Poor | Fair | 108 | 28.4 |
September 2017 | Poor | Fair | Poor | Satisfactory | 108 | 28.4 |
September 2016 | Poor | Fair | Poor | Satisfactory | 108 | 28.4 |
September 2014 | Poor | Fair | Poor | Satisfactory | 108 | 28.4 |
September 2012 | Fair | Satisfactory | Fair | Good | 108 | 44.5 |
October 2010 | Fair | Satisfactory | Fair | Good | 108 | 61.1 |
September 2008 | Fair | Satisfactory | Fair | Good | 108 | 61.1 |
September 2006 | Fair | Satisfactory | Fair | Good | 108 | 61.1 |
August 2004 | Fair | Good | Fair | Good | 108 | 25.1 |
October 2002 | Fair | Good | Satisfactory | Good | 108 | 35.2 |
November 2000 | Fair | Good | Satisfactory | Good | 108 | 46.7 |
December 1998 | Good | Very Good | Good | Good | 108 | 46.7 |
February 1997 | Good | Very Good | Good | Good | 108 | 46.7 |
December 1994 | Good | Very Good | Good | Good | 108 | 35.3 |
November 1992 | Good | Very Good | Good | Good | 106 | 35.3 |
November 1990 | Good | Good | Good | Good | 106 | 35.3 |