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UTWN 604 over WILLOW RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+46.95944, -93.77523
46°57'34" N, 93°46'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:UTWN 604 over WILLOW RIVER
Structure number:L2949
Location:0.1 MI N OF JCT CR 67
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:Private (other than railroad) [26]
Year built:1920
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2002

Good/Fair/Poor Condition:Good
Status:Bridge closed to all traffic [K]
Average daily traffic:2 [as of 1990]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:28.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$96,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2002GoodVery GoodVery GoodVery Good228.4
December 2001PoorCriticalImminent FailureImminent Failure224.4
November 2000PoorCriticalImminent FailureImminent Failure224.9
December 1999PoorFairImminent FailureImminent Failure228.9
October 1998PoorFairImminent FailureImminent Failure231.4
October 1996PoorFairImminent FailureImminent Failure228.9
November 1995PoorGoodSeriousCritical230.5
October 1994PoorGoodSeriousCritical230.5
October 1993PoorGoodSeriousCritical230.5
October 1992PoorGoodSeriousSerious230.5
November 1991PoorGoodCriticalSerious230.5