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CTH E over APPLE RIVER

Map

Coordinates:
+45.44550, -92.32400
45°26'44" N, 92°19'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH E over APPLE RIVER
Structure number:B48004800000000
Location:3.6M N JCT USH 8
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:53.2 ft. [16.2 m]
Total length:55.4 ft. [16.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:2003
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:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:802 [as of 2015]
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: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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:90.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodGoodVery Good80290.2
April 2014GoodGoodVery GoodVery Good74094.1
April 2012GoodGoodVery GoodVery Good74091.1
April 2010GoodGoodVery GoodVery Good74091.1
April 2008GoodVery GoodExcellentExcellent74091.1
April 2006GoodVery GoodExcellentExcellent74091.1
September 2004GoodExcellentExcellentExcellent74091.1
December 2003GoodExcellentExcellentExcellent74085.5