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RT W S over RITCHEY BR

Map

Coordinates:
+36.94417, -94.18526
36°56'39" N, 94°11'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT W S over RITCHEY BR
Structure number:10020
Old structure number:Y 882 1 (from 1992 edition)
Location:S 26 T 26 N R 30 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:7.9 ft. [2.4 m]
Total length:22.3 ft. [6.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:176 [as of 2016]
Truck traffic:10% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Fair6 out of 1017667.1
September 2015Good7 out of 1017467.1
December 2013Good7 out of 1017267.1
December 2011Good7 out of 1017669.0
December 2009Good7 out of 1022868.8
December 2008Good7 out of 1023268.8
November 2006Good7 out of 1018466.0
November 2004Good7 out of 1018665.9
November 2002Good7 out of 1018868.9
December 2000Good7 out of 1018369.0
October 1998Good7 out of 1017869.0
November 1996Good7 out of 1016469.0
January 1995Good7 out of 1015768.5
December 1992Good7 out of 1015483.5
April 1991Good7 out of 1014560.9