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LRD PINE LAKE RD over WOLF RIVER

Forest County, Wisconsin

Map

Coordinates:
+45.66083, -88.99475
45°39'39" N, 88°59'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	LRD PINE LAKE RD over WOLF RIVER
Structure number:	P21090500000000
Location:	2.9M S JCT STH 32
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	9.8 ft. `[3.0 m]`
Total length:	36.1 ft. `[11.0 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1930
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Culvert `[19]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	60 `[as of 2015]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
Culvert condition:	Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. `[3]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	40.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$179,000

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
August 2018	Poor	3 out of 10	60	40.9
August 2017	Poor	4 out of 10	60	54.7
August 2016	Poor	4 out of 10	60	54.7
August 2015	Poor	4 out of 10	60	54.7
August 2014	Poor	4 out of 10	60	54.7
August 2012	Poor	4 out of 10	60	62.5
September 2010	Poor	4 out of 10	51	62.5
September 2008	Poor	4 out of 10	51	62.5
September 2006	Poor	4 out of 10	51	62.5
October 2004	Fair	6 out of 10	51	89.5
August 2002	Fair	6 out of 10	51	89.5
September 2000	Fair	6 out of 10	80	89.5
September 1998	Fair	6 out of 10	80	89.5
October 1996	Fair	6 out of 10	80	89.5
September 1994	Fair	6 out of 10	80	89.5
September 1992	Fair	6 out of 10	80	89.5
August 1990	Fair	6 out of 10	80	77.9

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1608366