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US 69 S over MISSOURI RVR, OR 69, UP,

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

Map

Coordinates:
+39.15763, -94.62379
39°09'27" N, 94°37'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 69 S over MISSOURI RVR, OR 69, UP,
Structure number:5821
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:474.1 ft. [144.5 m]
Total length:2595.3 ft. [791.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Vertical clearance below bridge:55.8 ft. [17.0 m]
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:1979
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:6,140 [as of 2014]
Truck traffic:17% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Underclearances 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 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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:12.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$43,523,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2014PoorFairSeriousFair614012.9
May 2013PoorFairSeriousFair635719.1
May 2012PoorFairPoorFair635738.4
May 2011PoorFairPoorFair648739.9
April 2010PoorFairPoorFair753240.5
January 2009PoorFairPoorFair753240.5
February 2006FairFairFairFair748749.9
April 2003FairFairSatisfactoryFair766249.9
June 2000FairFairSatisfactoryFair751951.2