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HERRING ROAD over ST JOSEPH RIVER

Map

Coordinates:
+42.02908, -84.73296
42°01'45" N, 84°43'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HERRING ROAD over ST JOSEPH RIVER
Structure number:000000000003339
Old structure number:30200319000B010 (from 1992 edition)
Location:0.2 MILE W OF CRONK RD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:63.0 ft. [19.2 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:12°
Owner:County Highway Agency [02]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [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:1,673 [as of 2013]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodGoodVery Good167396.1
November 2016GoodGoodGoodVery Good167396.1
November 2014GoodGoodGoodVery Good167396.1
November 2012GoodGoodGoodVery Good140096.2
November 2010GoodGoodGoodVery Good140096.2
November 2008GoodVery GoodVery GoodVery Good140096.2
November 2006GoodVery GoodVery GoodVery Good140096.1
January 2005GoodVery GoodVery GoodVery Good134596.1