MAPLE RIVER ROAD over MAPLE RIVER
Map
Coordinates:
+45.50766, -84.7623245°30'28" N, 84°45'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MAPLE RIVER ROAD over MAPLE RIVER |
Structure number: | 000000000002459 |
Old structure number: | 24309H00010B010 (from 1992 edition) |
Location: | 1.4 MI NE OF BRUTUS |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 683 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Very Good | Very Good | Very Good | 683 | 99.7 |
August 2017 | Good | Very Good | Very Good | Very Good | 683 | 99.7 |
November 2015 | Good | Very Good | Very Good | Very Good | 683 | 99.7 |
August 2014 | Poor | Serious | Serious | Poor | 522 | 29.4 |
August 2013 | Poor | Serious | Serious | Poor | 522 | 29.4 |
August 2012 | Poor | Poor | Serious | Poor | 522 | 31.6 |
August 2011 | Poor | Poor | Serious | Poor | 481 | 31.6 |
August 2008 | Poor | Fair | Serious | Poor | 481 | 33.7 |
August 2006 | Fair | Satisfactory | Fair | Fair | 592 | 80.3 |
August 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 592 | 91.3 |
August 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 366 | 89.9 |
August 2000 | Fair | Good | Fair | Satisfactory | 366 | 78.8 |
July 1997 | Fair | Very Good | Fair | Satisfactory | 328 | 69.3 |
November 1995 | Fair | Very Good | Fair | Fair | 90 | 76.2 |
August 1993 | Fair | Very Good | Very Good | Fair | 90 | 67.2 |
June 1991 | Good | Very Good | Very Good | Good | 90 | 77.2 |