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CSAH 5(FRANKLIN) over W RIVER RD; MISS RIV

Map

Coordinates:
+44.96392, -93.22266
44°57'50" N, 93°13'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 5(FRANKLIN) over W RIVER RD; MISS RIV
Structure number:2441
Location:0.5 MI E OF JCT CSAH 48
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:435.1 ft. [132.6 m]
Total length:1049.6 ft. [319.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:85.3 ft. [26.0 m]
Owner:County Highway Agency [02]
Year built:1923
Historic significance:Bridge is on the National Register of Historic Places [1]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Precast Panels [2]
Wearing surface:Other [9]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,400 [as of 2017]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:75.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairVery GoodSatisfactorySatisfactory1040075.0
October 2016FairVery GoodSatisfactoryFair950042.0
June 2014PoorPoorPoorPoor950024.9
June 2013PoorPoorPoorPoor950024.9
June 2012PoorPoorPoorPoor950047.9
June 2011PoorPoorPoorPoor950047.9
June 2010PoorFairPoorPoor950050.0
June 2009PoorFairPoorPoor950050.0
September 2008PoorFairPoorPoor950048.0
October 2007PoorFairPoorPoor950050.0
September 2006PoorFairPoorPoor950050.0
April 2005PoorFairPoorPoor950050.0
November 2004PoorFairPoorPoor980049.9
October 2003PoorFairPoorPoor980049.9
July 2002PoorFairPoorFair1110049.5
October 2001FairFairFairFair1010066.8
September 2000FairSatisfactoryFairFair1010066.8
October 1999FairSatisfactoryFairFair1760065.2
November 1997FairSatisfactoryFairFair1760064.2
September 1996FairGoodFairFair1410064.9
November 1994FairGoodSatisfactoryFair1150067.4
June 1994FairGoodSatisfactorySatisfactory1410078.4
November 1993FairGoodGoodFair1150067.4
July 1992FairGoodGoodFair1460066.7
June 1992FairGoodGoodSatisfactory1460078.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.72,94072,477534100
Wearing Surfacessq. ft.31,22231,10112100
Superstructure
Reinforced Concrete Archlinear ft.2,11001,9661422
Substructure
Reinforced Concrete Columneach70124990
Reinforced Concrete Abutmentlinear ft.175017500
Reinforced Concrete Pier Caplinear ft.2,6832,22146200
Joints
Strip Seal Jointlinear ft.425425000
Pourable Jointlinear ft.277277000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,2352,233200
Steel Protective Coatingsq. ft.2,2351,4191216941
Reinforced Concrete Bridge Raillinear ft.4,3353,92441010