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MAIN ST (MUN 22) over STREAM

Map

Coordinates:
+44.20500, -95.12833
44°12'18" N, 95°07'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN ST (MUN 22) over STREAM
Structure number:1238A
Location:0.5 MI S OF JCT CSAH 15
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:22.3 ft. [6.8 m]
Total length:68.6 ft. [20.9 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1918
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:70 [as of 1971]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 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 corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:25.4
Estimated cost of work:$198,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorPoorPoorPoor7025.4
November 2017PoorPoorPoorPoor7025.4
October 2016PoorPoorPoorPoor7025.4
September 2015PoorPoorPoorPoor7025.4
October 2014PoorPoorPoorPoor7025.4
October 2013PoorPoorPoorPoor7025.4
September 2012PoorPoorPoorPoor7025.4
November 2011PoorPoorPoorPoor7029.9
October 2010PoorPoorPoorPoor7029.9
December 2009PoorPoorPoorPoor7029.9
October 2008PoorPoorPoorPoor7029.9
October 2007PoorPoorPoorPoor7029.9
October 2006PoorPoorPoorPoor7029.9
August 2005PoorPoorPoorPoor7029.9
September 2004PoorPoorPoorPoor7029.9
November 2003PoorPoorPoorPoor7031.9
December 2002PoorPoorPoorPoor7031.9
October 2001PoorPoorPoorPoor7051.4
September 2000PoorPoorPoorPoor7031.7
October 1999PoorPoorPoorPoor7031.7
December 1998PoorPoorPoorPoor7027.9
August 1997GoodVery GoodVery GoodVery Good7042.6
June 1996GoodVery GoodVery GoodVery Good7042.6
August 1995GoodVery GoodVery GoodVery Good7047.8
June 1994FairSatisfactorySatisfactoryVery Good7047.8
October 1993FairSatisfactorySatisfactoryVery Good7047.8
June 1992FairSatisfactoryVery GoodVery Good7047.8
May 1991FairSatisfactoryVery GoodVery Good7047.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach40310
Reinforced Concrete Abutmentlinear ft.6000600
Reinforced Concrete Pier Caplinear ft.3603501
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.135001350
Deck
Reinforced Concrete Slabsq. ft.1,235001,2350
Wearing Surfacessq. ft.1,18401,0661180