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GILLEN RD over E FK SNI-A-BAR CR

Map

Coordinates:
+38.97984, -94.00932
38°58'47" N, 94°00'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GILLEN RD over E FK SNI-A-BAR CR
Structure number:23908
Old structure number:44200181 054 (from 1992 edition)
Location:S 9 T 48 N R 28 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1992
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2017]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:97.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 1010097.0
November 2015Good7 out of 1010097.0
November 2013Good7 out of 10100100.0
November 2011Good7 out of 10100100.0
November 2010Good7 out of 10100100.0
December 2007Fair6 out of 10100100.0
March 2006Fair6 out of 10100100.0
October 2004Fair6 out of 10100100.0
January 2003Good7 out of 10100100.0
March 2000Good7 out of 10100100.0
October 1998Good7 out of 10100100.0
February 1996Good7 out of 1050100.0
December 1993Good8 out of 1050100.0
March 1992Good8 out of 1050100.0