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US 54 W over GRAND GLAIZE ARM

Map

Coordinates:
+38.13387, -92.64331
38°08'02" N, 92°38'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 54 W over GRAND GLAIZE ARM
Structure number:11768
Old structure number:J 832R 3 (from 1992 edition)
Location:S 11 T 39 N R 16 W
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:240.2 ft. [73.2 m]
Total length:1648.0 ft. [502.3 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1983
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:7
Main spans material:Steel continuous [4]
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: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,034 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:78.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory1903478.9
August 2016FairSatisfactorySatisfactoryGood1853478.9
September 2014FairSatisfactorySatisfactoryGood1702378.9
September 2012FairSatisfactorySatisfactoryGood1332778.9
September 2010FairSatisfactoryVery GoodGood1291142.8
August 2008FairSatisfactoryVery GoodGood1293276.9
December 2007FairSatisfactoryVery GoodGood1148376.9
October 2005FairSatisfactoryVery GoodGood1151876.9
October 2003FairSatisfactoryVery GoodGood1186976.9
October 2001FairSatisfactoryVery GoodGood1128776.9
October 2000FairSatisfactoryVery GoodGood1094776.7
November 1999FairSatisfactoryVery GoodGood4344976.7
November 1991GoodGoodGoodExcellent1689583.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,9384,9023600
Steel Protective Coatingsq. ft.148,560148,312191354
Deck
Reinforced Concrete Decksq. ft.70,50239,00325,2336,2660
Superstructure
Steel Pin or Pin & Hangar Assemblyeach66000
Steel Protective Coatingsq. ft.66000
Substructure
Reinforced Concrete Columneach1861110
Reinforced Concrete Abutmentlinear ft.1341171700
Concrete Protective Coatingsq. ft.200020000
Reinforced Concrete Pier Caplinear ft.3282804800
Concrete Protective Coatingsq. ft.1,4121,3347800
Joints
Pourable Jointlinear ft.7807800
Open Jointlinear ft.117117000
Bearings
Elastomeric Bearingeach3333000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,3162,3141,00200
Reinforced Concrete Bridge Raillinear ft.3,3461,6731,67300