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460 TH ROAD over BR OF W FK GRAND R

Map

Coordinates:
+40.26146, -94.51928
40°15'41" N, 94°31'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:460 TH ROAD over BR OF W FK GRAND R
Structure number:20393
Old structure number:25800071 038 (from 1992 edition)
Location:S 16 T 63 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.4 ft. [5.6 m]
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:69.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodVery GoodGoodVery Good2069.3
February 2015GoodVery GoodGoodVery Good2069.3
February 2013GoodVery GoodExcellentExcellent2069.3
February 2011GoodExcellentExcellentExcellent2069.3
January 2009GoodExcellentExcellentExcellent2069.3
February 2007GoodExcellentExcellentExcellent2069.3
December 2004GoodExcellentExcellentExcellent2069.3
March 2003GoodExcellentExcellentExcellent200266.3
January 2001GoodExcellentExcellentExcellent2069.3
December 1998GoodExcellentExcellentExcellent2069.3