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CTH W over PINE RIVER

Map

Coordinates:
+44.17436, -89.11535
44°10'28" N, 89°06'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH W over PINE RIVER
Structure number:B69004200000000
Location:2.0M N JCT CTH H
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.7 ft. [13.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:783 [as of 2015]
Truck traffic:10% 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: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:86.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodVery Good78386.3
May 2016GoodVery GoodVery GoodExcellent78386.3
May 2014GoodVery GoodVery GoodExcellent75093.9
May 2012GoodVery GoodExcellentExcellent75093.9
June 2010GoodExcellentExcellentExcellent75093.9
July 2008GoodExcellentExcellentExcellent75093.9
May 2006GoodExcellentExcellentExcellent75093.9
June 2004GoodExcellentExcellentExcellent55093.9
June 2002GoodExcellentExcellentExcellent55093.9
May 2000GoodExcellentExcellentExcellent55093.9
December 1999GoodExcellentExcellentExcellent55093.9