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LRD NEWALD TOWER R over POPPLE RIVER

Florence County, Wisconsin

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Good	Good	Good	50	90.4
September 2016	Good	Good	Good	Good	50	90.4
September 2014	Good	Good	Good	Good	50	92.4
September 2012	Good	Good	Good	Good	50	90.4
September 2010	Good	Very Good	Very Good	Good	15	92.6
September 2008	Good	Very Good	Very Good	Good	15	92.6
September 2006	Good	Very Good	Very Good	Good	15	92.6
September 2004	Good	Very Good	Very Good	Good	15	92.6
August 2002	Good	Very Good	Very Good	Good	15	92.6
October 2000	Good	Very Good	Very Good	Good	10	92.6
October 1998	Good	Very Good	Very Good	Good	10	92.6
October 1996	Good	Very Good	Very Good	Good	10	92.6
September 1994	Good	Very Good	Very Good	Good	10	92.8
September 1992	Fair	Fair	Very Good	Satisfactory	10	91.8
August 1990	Fair	Fair	Very Good	Satisfactory	10	91.8

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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