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OLD US-2 over MORRISON CREEK

Map

Coordinates:
+46.29438, -89.06999
46°17'40" N, 89°04'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD US-2 over MORRISON CREEK
Structure number:000000000002995
Old structure number:27200043000B020 (from 1992 edition)
Location:SEC 16 WATERSMEET TWP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:21.7 ft. [6.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:130 [as of 1998]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$116,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2018Good7 out of 1013099.9
September 2016Good7 out of 1013099.9
September 2014Good7 out of 1013099.9
September 2012Good7 out of 1013099.9
September 2010Good7 out of 1013099.9
September 2008Good7 out of 1013099.9
October 2006Good7 out of 1013099.9
November 2004Good7 out of 1013099.9
October 2002-N out of 1013099.9
October 2000Good7 out of 1013098.7
October 1998Good8 out of 1013098.7
September 1996Good8 out of 1013098.7
August 1994Good8 out of 1013091.1
September 1992PoorN out of 1013033.5
September 1990PoorN out of 1013033.5