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LRD PARK ST over PHEASANT BRANCH CREEK

Map

Coordinates:
+43.10303, -89.50231
43°06'11" N, 89°30'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD PARK ST over PHEASANT BRANCH CREEK
Structure number:P13077500000000
Location:0.4M S JCT CTH M
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:14.1 ft. [4.3 m]
Total length:33.1 ft. [10.1 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,638 [as of 2015]
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2016Fair6 out of 10163897.7
October 2014Fair6 out of 10140097.7
October 2012Fair6 out of 10140096.7
September 2010Fair6 out of 10140096.7
September 2008Fair6 out of 10140096.7
September 2006Fair6 out of 10140096.7
September 2004Fair6 out of 10140096.7
September 2002Good7 out of 10140096.7
October 2000Good7 out of 10140096.7
October 1998Good7 out of 10140096.7
July 1996Good7 out of 10140096.7
November 1994Good7 out of 10140096.7
November 1992Fair6 out of 10140096.7
November 1990Fair6 out of 10140096.7