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RT CC E over N ELKHORN CR

Map

Coordinates:
+36.72444, -94.31855
36°43'28" N, 94°19'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT CC E over N ELKHORN CR
Structure number:8509
Old structure number:R 827 1 (from 1992 edition)
Location:S 18 T 23 N R 31 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:4.9 ft. [1.5 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:176 [as of 2017]
Truck traffic:11% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:89.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2018Fair6 out of 1017689.2
October 2016Fair6 out of 1017489.2
October 2014Fair6 out of 1017089.2
December 2012Fair6 out of 1016864.1
October 2010Good7 out of 1017664.0
January 2009Good7 out of 1018264.0
January 2007Good7 out of 1020264.0
November 2004Good7 out of 1021663.9
December 2002Good7 out of 1020064.0
October 2000Good7 out of 1018364.0
September 1998Good7 out of 1017864.0
November 1996Good7 out of 1017864.0
January 1995Good7 out of 1015963.6
November 1992Good7 out of 1015678.5
April 1991Good7 out of 1014755.9