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RT K S over DILLION CR

Map

Coordinates:
+39.86001, -94.88005
39°51'36" N, 94°52'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT K S over DILLION CR
Structure number:29516
Location:S 7 T 58 N R 35 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:65.0 ft. [19.8 m]
Total length:158.5 ft. [48.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2003
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans 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: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,384 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:99.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodGoodVery Good238499.8
September 2016GoodGoodGoodExcellent179099.8
September 2014GoodGoodGoodExcellent173899.8
October 2012GoodGoodGoodExcellent174699.8
October 2010GoodGoodGoodExcellent176299.8
November 2008GoodGoodGoodExcellent163699.9
November 2006GoodGoodGoodExcellent209499.8
November 2004GoodExcellentExcellentExcellent217299.8
February 2003GoodExcellentExcellentExcellent171487.3