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LADY RD over OLD TOWN BR

Map

Coordinates:
+37.87916, -94.32257
37°52'45" N, 94°19'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LADY RD over OLD TOWN BR
Structure number:21869
Location:S 23 T 36 N R 31 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:57.1 ft. [17.4 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:County Highway Agency [02]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25 [as of 2016]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:83.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodGoodGoodGood2583.4
February 2016GoodGoodGoodGood2583.4
March 2014GoodGoodGoodGood2583.4
March 2012GoodVery GoodGoodExcellent2583.4
February 2010GoodVery GoodVery GoodExcellent2583.4
June 2008GoodExcellentVery GoodExcellent2583.4
March 2006GoodExcellentVery GoodExcellent2583.4
March 2004GoodExcellentVery GoodExcellent2583.4
January 2002GoodExcellentExcellentExcellent2583.4
November 2000GoodExcellentExcellentExcellent2583.4