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MAYOWOOD ROAD over S FK ZUMBRO R (DAM)

Map

Coordinates:
+43.99421, -92.52059
43°59'39" N, 92°31'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAYOWOOD ROAD over S FK ZUMBRO R (DAM)
Structure number:89182
Location:0.6 MI SE OF JCT CSAH 25
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Owner:County Highway Agency [02]
Year built:1934
Year reconstructed:2014
Historic significance:Bridge is on the National Register of Historic Places [1]
Number of main spans:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:380 [as of 2010]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.9
Estimated cost of work:$999,999,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodVery GoodVery Good38099.9
November 2015GoodVery GoodVery GoodVery Good38095.9
November 2014GoodExcellentExcellentExcellent38095.9
December 2013PoorSeriousSeriousFair41512.9
December 2011PoorSeriousSeriousFair41512.9
November 2010PoorSeriousSeriousFair41512.9
November 2009PoorSeriousSeriousFair41512.9
November 2008PoorSeriousSeriousFair41512.9
October 2007PoorSeriousSeriousFair41512.9
November 2006PoorSeriousSeriousFair41512.9
December 2005PoorSeriousSeriousFair41512.9
December 2004PoorSeriousSeriousFair41512.9
December 2003PoorSeriousSeriousFair41512.9
January 2003PoorSeriousSeriousFair8508.5
January 2002PoorFairSeriousFair85012.4
January 2001PoorFairSeriousFair85012.4
January 2000PoorFairSeriousFair85012.4
November 1998PoorFairSeriousSatisfactory33018.7
January 1998PoorFairPoorSatisfactory33029.6
January 1997PoorFairPoorSatisfactory33029.6
January 1996PoorFairPoorSatisfactory33039.3
January 1995PoorFairPoorSatisfactory25039.4
January 1994PoorFairPoorSatisfactory25039.4
January 1993PoorFairPoorSatisfactory25039.4
December 1991PoorFairPoorSatisfactory25039.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1201,120000
Steel Protective Coatingsq. ft.926926000
Reinforced Concrete Girder/Beamlinear ft.280280000
Deck
Reinforced Concrete Decksq. ft.6,3666,23901270
Wearing Surfacessq. ft.4,5444,544000
Substructure
Reinforced Concrete Pier Walllinear ft.288288000
Reinforced Concrete Abutmentlinear ft.185185000
Reinforced Concrete Pile Cap/Footinglinear ft.205205000
Reinforced Concrete Pier Caplinear ft.288288000
Bearings
Elastomeric Bearingeach7272000
Fixed Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.382382000
Steel Protective Coatingsq. ft.926926000
Reinforced Concrete Bridge Raillinear ft.364364000