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US 169 S over CANADAY CR

Map

Coordinates:
+40.27391, -94.42663
40°16'26" N, 94°25'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 169 S over CANADAY CR
Structure number:5064
Old structure number:H 618R 1 (from 1992 edition)
Location:S 7 T 63 N R 31 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,079 [as of 2017]
Truck traffic:13% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Culvert condition:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:52.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$255,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2018Poor3 out of 10107952.6
January 2018Poor3 out of 10107952.6
January 2017Poor3 out of 10106952.7
January 2016Poor3 out of 10103552.8
January 2015Poor3 out of 1085553.3
January 2014Poor3 out of 1084053.4
December 2012Poor3 out of 1084042.4
February 2012Poor3 out of 10122740.8
November 2010Poor3 out of 10125240.7
February 2010Poor4 out of 1099060.2
December 2007Fair6 out of 10103188.1
November 2005Fair6 out of 10103288.1
December 2004Fair6 out of 10111888.0
October 2002Fair6 out of 10108288.0
December 2000Fair6 out of 10113787.9
October 1998Fair6 out of 1090588.3
January 1997Fair6 out of 1090586.3
October 1994Good7 out of 1087086.4
October 1992Good7 out of 1084186.4
December 1990Good7 out of 10102486.1