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MNTH 36 over ST CROIX RIVER; PARK RD

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

Map

Coordinates:
+45.05686, -92.80187
45°03'25" N, 92°48'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MNTH 36 over ST CROIX RIVER; PARK RD
Structure number:4654
Location:AT WISONSIN STATE LINE
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:143.7 ft. [43.8 m]
Total length:1051.6 ft. [320.5 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:62.3 ft. [19.0 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Movable - Lift [15]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:18,000 [as of 2004]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:17.8
Estimated cost of work:$999,999,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016PoorGoodPoorSatisfactory1800017.8
September 2015PoorGoodPoorSatisfactory1800017.8
July 2014PoorGoodPoorSatisfactory1800017.8
August 2013PoorVery GoodSeriousFair180002.8
July 2012PoorVery GoodPoorFair1800017.8
August 2011PoorVery GoodPoorFair1800017.8
June 2010FairVery GoodSatisfactoryFair1800032.8
July 2009FairVery GoodSatisfactoryFair1800032.8
May 2008FairVery GoodSatisfactoryFair1800032.8
May 2007FairVery GoodSatisfactoryFair1800032.8
August 2006FairVery GoodSatisfactorySatisfactory1800042.8
August 2005PoorPoorSeriousFair180002.8
April 2004PoorPoorSeriousFair163002.8
September 2003PoorPoorSeriousFair163004.8
August 2002PoorPoorSeriousFair147002.8
May 2001PoorFairPoorFair1470019.8
July 2000PoorFairPoorFair1470019.6
April 1999PoorFairPoorFair1470019.6
July 1998PoorFairPoorFair1470019.6
June 1997PoorSatisfactoryPoorFair1470020.0
June 1996PoorSatisfactoryPoorFair1470020.0
May 1995FairSatisfactoryFairSatisfactory1450036.0
November 1994FairGoodSatisfactorySatisfactory1500046.0
November 1993FairGoodSatisfactorySatisfactory1500046.0
October 1992FairGoodSatisfactorySatisfactory1500046.0
September 1991FairGoodSatisfactorySatisfactory1500045.6