Share:

RT V S over MARAIS DES CYGNES

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+38.22160, -94.52350
38°13'18" N, 94°31'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT V S over MARAIS DES CYGNES
Structure number:8121
Old structure number:R 115 1 (from 1992 edition)
Location:S 2 T 39 N R 33 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:140.4 ft. [42.8 m]
Total length:338.9 ft. [103.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel continuous [4]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:241 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:18.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,194,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorSeriousSeriousSatisfactory24118.5
July 2015PoorSeriousSeriousSatisfactory4965.5
July 2013PoorSeriousSeriousSatisfactory3225.5
October 2012PoorSeriousSeriousGood3305.5
October 2011PoorSeriousSeriousGood3305.5
January 2011PoorSeriousSeriousGood3525.5
January 2010PoorPoorPoorGood34822.0
December 2008PoorPoorPoorGood36021.8
November 2007PoorPoorPoorGood37021.6
January 2007PoorPoorFairGood54038.7
September 2005PoorPoorFairGood54038.7
November 2004PoorPoorFairGood41040.0
October 2003PoorPoorFairGood52438.9
December 2001FairSatisfactoryFairGood53442.3
October 2000FairSatisfactoryFairGood67142.1
October 1999FairSatisfactoryFairGood65142.2
October 1998FairSatisfactoryFairGood65142.2
November 1997FairSatisfactorySatisfactoryGood65149.3
September 1996FairSatisfactorySatisfactoryGood35043.2
November 1994FairSatisfactorySatisfactoryGood31041.9
November 1993FairSatisfactorySatisfactoryGood30539.2
October 1992FairSatisfactorySatisfactoryGood30539.2
November 1991FairSatisfactorySatisfactoryGood28739.3