SULLIVAN ROAD over PINE RIVER
Map
Coordinates:
+46.24601, -84.7177946°14'46" N, 84°43'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SULLIVAN ROAD over PINE RIVER |
Structure number: | 000000000001664 |
Old structure number: | 17311A00011B020 (from 1992 edition) |
Location: | 2.5 MI N OF FIBRE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 60° |
Owner: | County Highway Agency [02] |
Year built: | 2010 |
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: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 179 [as of 2010] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Very Good | Very Good | Very Good | 179 | 98.9 |
June 2015 | Good | Very Good | Very Good | Very Good | 179 | 98.9 |
June 2013 | Fair | - | - | - | 10 | 89.0 |
June 2011 | Fair | - | - | - | 10 | 62.3 |
August 2009 | Fair | - | - | - | 10 | 62.3 |
May 2007 | Fair | - | - | - | 10 | 62.3 |
June 2005 | Fair | - | - | - | 10 | 62.3 |
June 2003 | Fair | - | - | - | 10 | 59.3 |
June 2001 | Fair | - | - | - | 10 | 58.4 |
June 1999 | Fair | - | - | - | 10 | 58.4 |
June 1997 | Fair | - | - | - | 10 | 58.4 |
June 1995 | Fair | - | - | - | 10 | 73.5 |
June 1993 | Fair | - | - | - | 10 | 73.5 |
June 1991 | Fair | - | - | - | 10 | 73.5 |