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LRD NEWALD TOWER R over POPPLE RIVER

Map

Coordinates:
+45.75769, -88.52753
45°45'28" N, 88°31'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD NEWALD TOWER R over POPPLE RIVER
Structure number:P19002400000000
Location:7.6M W JCT STH 101
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.4 ft. [11.4 m]
Total length:39.7 ft. [12.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span 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:50 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:90.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodGoodGood5090.4
September 2016GoodGoodGoodGood5090.4
September 2014GoodGoodGoodGood5092.4
September 2012GoodGoodGoodGood5090.4
September 2010GoodVery GoodVery GoodGood1592.6
September 2008GoodVery GoodVery GoodGood1592.6
September 2006GoodVery GoodVery GoodGood1592.6
September 2004GoodVery GoodVery GoodGood1592.6
August 2002GoodVery GoodVery GoodGood1592.6
October 2000GoodVery GoodVery GoodGood1092.6
October 1998GoodVery GoodVery GoodGood1092.6
October 1996GoodVery GoodVery GoodGood1092.6
September 1994GoodVery GoodVery GoodGood1092.8
September 1992FairFairVery GoodSatisfactory1091.8
August 1990FairFairVery GoodSatisfactory1091.8