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VIRGINIA ST over SMALL CR

Map

Coordinates:
+39.24944, -94.56390
39°14'58" N, 94°33'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VIRGINIA ST over SMALL CR
Structure number:28217
Old structure number:N137B41 024 (from 1992 edition)
Location:S 12 T 51 N R 33 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,114 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair6 out of 101114100.0
April 2014Fair6 out of 101114100.0
April 2012Fair6 out of 101114100.0
April 2010Fair6 out of 10500100.0
April 2008Fair6 out of 10500100.0
January 2006Fair6 out of 10500100.0
March 2004Fair6 out of 10500100.0
June 2002Good7 out of 10500100.0
July 2000Good7 out of 10500100.0
May 1998Good7 out of 10500100.0