LRD PINE LAKE RD over WOLF RIVER
Map
Coordinates:
+45.66083, -88.9947545°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 |