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MO 90 E over BIG SUGAR CR

Map

Coordinates:
+36.57342, -94.13897
36°34'24" N, 94°08'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 90 E over BIG SUGAR CR
Structure number:31246
Location:S 2 T 21 N R 30 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:82.0 ft. [25.0 m]
Total length:330.4 ft. [100.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:State Highway Agency [01]
Year built:2006
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:4
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: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:453 [as of 2018]
Truck traffic:13% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodExcellentExcellent45393.5
October 2016GoodVery GoodExcellentExcellent45793.5
October 2014GoodVery GoodExcellentExcellent36993.7
November 2012GoodVery GoodExcellentExcellent37693.7
January 2011GoodVery GoodVery GoodExcellent40093.6
January 2009GoodExcellentVery GoodExcellent36893.7
January 2007GoodExcellentExcellentExcellent40793.6
October 2005GoodExcellentExcellentExcellent40793.6