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CSAH 7 over FALL RIVER

Map

Coordinates:
+47.75569, -90.39554
47°45'20" N, 90°23'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 7 over FALL RIVER
Structure number:16504
Location:2.7 MI W OF JCT CSAH 12
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:80.1 ft. [24.4 m]
Total length:82.7 ft. [25.2 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:County Highway Agency [02]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:908 [as of 2008]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:91.4
Estimated cost of work:$160,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodGood90891.4
September 2014GoodGoodGoodGood90891.4
October 2012FairGoodSatisfactoryGood90899.2
March 2010FairVery GoodSatisfactoryGood90899.2
May 2008GoodVery GoodVery GoodVery Good90899.2
October 2007GoodVery GoodVery GoodVery Good92099.2
September 2006GoodVery GoodVery GoodVery Good92099.2
December 2005GoodVery GoodVery GoodVery Good74099.4
December 2003GoodVery GoodVery GoodVery Good74099.4
January 2003GoodVery GoodVery GoodVery Good52099.6
November 2001GoodVery GoodVery GoodVery Good52099.6
October 2000GoodVery GoodVery GoodVery Good52099.6
July 1999GoodVery GoodVery GoodVery Good52099.6
December 1998GoodVery GoodVery GoodVery Good52099.6
December 1997GoodVery GoodVery GoodVery Good31099.8
January 1997GoodVery GoodVery GoodVery Good31099.8
January 1996GoodVery GoodVery GoodVery Good31097.7
December 1994GoodVery GoodVery GoodVery Good31097.7
January 1994GoodVery GoodVery GoodVery Good31597.7
December 1992GoodVery GoodVery GoodVery Good31597.7
December 1991GoodVery GoodVery GoodVery Good31597.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4974702700
Deck
Prestressed Concrete Top Flangesq. ft.2,9812,981000
Wearing Surfacessq. ft.2,9822,982000
Substructure
Reinforced Concrete Abutmentlinear ft.115110500
Bearings
Fixed Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.164164000