Share:

I090 L over MO. RV (FRANCIS CASE LK)

Map

Coordinates:
+43.81051, -99.33442
43°48'38" N, 99°20'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I090 L over MO. RV (FRANCIS CASE LK)
Structure number:000000008068084
Location:AT CHAMBERLAIN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:337.9 ft. [103.0 m]
Total length:2003.7 ft. [610.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:2010
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,652 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:88.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$23,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodGoodSatisfactory165288.8
May 2017FairGoodGoodSatisfactory165288.8
May 2016FairGoodGoodSatisfactory166288.8
May 2014FairGoodGoodSatisfactory173588.8
April 2013FairGoodGoodSatisfactory173288.6
April 2012FairGoodGoodSatisfactory190588.6
November 2011FairGoodGoodSatisfactory190588.6
January 2011FairGoodGoodSatisfactory189088.6
June 2009PoorCriticalSatisfactoryFair188263.7
April 2008PoorCriticalSatisfactoryFair200063.6
March 2007PoorCriticalSatisfactoryFair209063.6
April 2006PoorCriticalSatisfactoryFair210063.5
March 2005PoorCriticalSatisfactoryFair210060.5
April 2004PoorCriticalFairFair213160.5
April 2003PoorSeriousSatisfactoryFair220060.5
May 2002PoorSeriousSatisfactoryFair200060.5
April 2001PoorSeriousSatisfactoryPoor220844.3
April 2000PoorSeriousSatisfactoryPoor224244.3
May 1999PoorSeriousSatisfactoryPoor224544.3
May 1997PoorPoorPoorPoor211046.4
June 1996PoorPoorPoorPoor209646.4
June 1995PoorPoorPoorPoor209646.1
June 1994PoorPoorPoorPoor200046.1
June 1993PoorPoorPoorPoor124546.2
June 1992PoorPoorPoorPoor124046.2
October 1991PoorPoorPoorPoor131046.2