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MO 8 E over BATES CR

Map

Coordinates:
+37.94306, -90.80649
37°56'35" N, 90°48'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 8 E over BATES CR
Structure number:3876
Old structure number:A4741 1 (from 1992 edition)
Location:S 430 T 37 N R 2 E
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:60.7 ft. [18.5 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:3,573 [as of 2018]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:81.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodFairVery Good357381.5
September 2016FairGoodFairVery Good349481.6
September 2014FairGoodFairVery Good322682.2
September 2012FairGoodFairVery Good366881.3
October 2010FairGoodSatisfactoryExcellent347693.6
October 2008FairGoodSatisfactoryExcellent516089.4
October 2006FairGoodSatisfactoryExcellent377093.1
December 2004FairGoodSatisfactoryExcellent459491.6
October 2002FairGoodSatisfactoryExcellent439292.0
January 2002FairGoodSatisfactoryExcellent393892.8
November 2000FairGoodSatisfactoryExcellent367693.3
November 1999FairGoodSatisfactoryExcellent393092.8
December 1998PoorGoodPoorExcellent393062.5
October 1997PoorGoodPoorExcellent393062.5
December 1996FairGoodSatisfactoryExcellent381093.0
October 1995FairSatisfactorySatisfactoryExcellent381093.1
November 1994FairSatisfactorySatisfactoryExcellent375093.2
December 1993FairSatisfactorySatisfactoryExcellent357093.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.8438202210
Deck
Reinforced Concrete Decksq. ft.8,2528,02722500
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1421172500
Reinforced Concrete Pier Caplinear ft.9695100
Bearings
Enclosed/Concealed Bearingeach3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3993554400