Share:

CTH N over PINE RIVER

Map

Coordinates:
+45.83697, -88.22531
45°50'13" N, 88°13'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH N over PINE RIVER
Structure number:B19001300000000
Location:3.0M S JCT CTH D
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:68.9 ft. [21.0 m]
Total length:140.8 ft. [42.9 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,133 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 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: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:85.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodVery GoodGood113385.5
September 2016GoodGoodVery GoodGood113385.5
September 2014GoodGoodVery GoodGood110085.6
September 2012GoodGoodVery GoodGood110084.6
September 2010GoodGoodVery GoodVery Good81386.5
September 2008GoodGoodVery GoodVery Good81386.5
September 2006GoodGoodVery GoodVery Good81386.5
September 2004GoodGoodVery GoodVery Good81386.5
August 2002GoodVery GoodExcellentExcellent81386.5
October 2000GoodVery GoodExcellentExcellent81386.5
August 1998GoodExcellentExcellentExcellent81386.5