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RT H E over MOUND BR

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

Map

Coordinates:
+38.26299, -94.30583
38°15'47" N, 94°18'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT H E over MOUND BR
Structure number:6206
Old structure number:L 323 1 (from 1992 edition)
Location:S 24 T 40 N R 31 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:46.9 ft. [14.3 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:930 [as of 2013]
Truck traffic:11% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:43.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,012,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2014PoorSeriousSatisfactoryFair93043.3
October 2013PoorSeriousSatisfactoryFair93443.3
October 2012PoorSeriousSatisfactoryFair95443.1
October 2011PoorSeriousSatisfactoryFair95443.1
January 2011PoorPoorSatisfactoryFair103242.9
January 2010FairFairSatisfactoryFair102245.3
December 2008FairFairSatisfactoryFair103045.2
November 2007FairFairSatisfactoryFair105445.1
January 2007FairFairGoodSatisfactory108453.2
September 2005FairFairGoodSatisfactory108453.2
November 2004FairFairGoodSatisfactory106253.3
October 2003FairFairGoodSatisfactory104853.4
September 2002FairFairGoodSatisfactory106253.3
December 2001FairFairGoodSatisfactory106853.3
October 2000FairFairGoodSatisfactory79256.4
October 1999FairFairGoodSatisfactory76956.5
October 1998FairFairGoodSatisfactory76956.5
October 1997FairFairGoodSatisfactory76956.5
September 1996FairFairGoodSatisfactory103153.2
November 1994FairFairGoodSatisfactory83756.2
November 1993FairFairGoodSatisfactory82356.3
October 1992FairFairGoodSatisfactory82356.3
November 1991FairFairGoodSatisfactory77656.5