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STH 49 over TRIB WILLOW CREEK

Map

Coordinates:
+44.08070, -88.98654
44°04'51" N, 88°59'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 49 over TRIB WILLOW CREEK
Structure number:B69002900000000
Location:2.6M N JCT STH 21
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.5 ft. [10.2 m]
Deck width edge-to-edge:54.8 ft. [16.7 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,900 [as of 2015]
Truck traffic:8% of total traffic
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:93.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Fair6 out of 10290093.7
July 2015Fair6 out of 10290093.7
July 2013Good7 out of 10234094.9
July 2011Good7 out of 10234091.9
July 2009Good7 out of 10234085.4
July 2007Good7 out of 10234084.3
July 2005Good7 out of 10234084.3
July 2003Good7 out of 10234084.3
August 2001Good7 out of 10179087.8
July 1999Good7 out of 10179087.8
September 1998Good8 out of 10179087.8
February 1997Good8 out of 10179087.8
August 1996Good8 out of 10179087.8
October 1995Good8 out of 10179087.9
June 1994Good8 out of 10179087.9
September 1993Good8 out of 10179087.9
August 1992Good8 out of 10179087.9
August 1991Good8 out of 10203086.8