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SULLIVAN ROAD over PINE RIVER

Map

Coordinates:
+46.24601, -84.71779
46°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodVery GoodVery GoodVery Good17998.9
June 2015GoodVery GoodVery GoodVery Good17998.9
June 2013Fair---1089.0
June 2011Fair---1062.3
August 2009Fair---1062.3
May 2007Fair---1062.3
June 2005Fair---1062.3
June 2003Fair---1059.3
June 2001Fair---1058.4
June 1999Fair---1058.4
June 1997Fair---1058.4
June 1995Fair---1073.5
June 1993Fair---1073.5
June 1991Fair---1073.5