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DEGGINGER TRAIL over BR OF BEAR CR

Map

Coordinates:
+40.37505, -94.47023
40°22'30" N, 94°28'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DEGGINGER TRAIL over BR OF BEAR CR
Structure number:29290
Location:S 2 T 64 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:56.1 ft. [17.1 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:2002
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 minimum criteria [6]
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:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodVery GoodGoodGood598.0
January 2015GoodVery GoodGoodGood598.0
February 2013GoodExcellentVery GoodExcellent594.0
February 2011GoodExcellentVery GoodExcellent594.0
December 2008GoodExcellentVery GoodExcellent594.0
February 2007GoodExcellentVery GoodExcellent594.0
November 2004GoodExcellentExcellentExcellent594.0
February 2003GoodExcellentExcellentExcellent200291.0
April 2002GoodExcellentExcellentExcellent594.0