US 69 N over MISSOURI RVR, US 69, UP

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


+39.15754, -94.62400
39°09'27" N, 94°37'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 69 N over MISSOURI RVR, US 69, UP
Structure number:300
Old structure number:A 450R1 3 (from 1992 edition)
Location:S 8 T 50 N R 33 W
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:474.8 ft. [144.7 m]
Total length:2602.2 ft. [793.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:55.8 ft. [17.0 m]
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel continuous [4]
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: July 2014

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:12,410 [as of 2014]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:44.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$50,081,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2014FairGoodFairFair1241044.2
August 2013FairGoodFairFair701044.9
August 2011FairGoodFairFair715344.9
November 2009FairGoodFairFair717342.4
January 2009FairVery GoodFairFair717342.4
January 2006FairVery GoodSatisfactoryFair752642.3
April 2003FairVery GoodSatisfactoryFair770242.3
June 2000FairVery GoodSatisfactoryFair755844.4
May 1999FairVery GoodSatisfactoryFair389844.8
May 1998FairVery GoodSatisfactoryFair389844.8