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COUNTY RD E-325 over WILCONSON BR

Map

Coordinates:
+37.77868, -93.21360
37°46'43" N, 93°12'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY RD E-325 over WILCONSON BR
Structure number:29701
Location:S 14 T 35 N R 21 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:8.2 ft. [2.5 m]
Total length:27.6 ft. [8.4 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:2000
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2018]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:96.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodGood5096.0
April 2016GoodGoodGoodGood5096.0
April 2014GoodGoodGoodGood5096.0
April 2012GoodVery GoodVery GoodVery Good5096.0
April 2010GoodVery GoodVery GoodVery Good5096.0
June 2009GoodExcellentExcellentExcellent5096.0
April 2007GoodExcellentExcellentExcellent5096.0
April 2005GoodExcellentExcellentExcellent5096.0
March 2003GoodExcellentExcellentExcellent5096.0