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IS 64 E over IS 44, CST TUCKER BLVD,,

Map

Coordinates:
+38.62324, -90.20146
38°37'24" N, 90°12'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IS 64 E over IS 44, CST TUCKER BLVD,,
Structure number:1245
Location:S 23 T 45 N R 7 E
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:248.0 ft. [75.6 m]
Total length:7847.5 ft. [2391.8 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1964
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:6
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:47,180 [as of 2016]
Truck traffic:12% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:37.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$55,044,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016PoorPoorFairSatisfactory4718037.2
June 2014FairFairFairSatisfactory4503941.2
July 2012FairFairFairSatisfactory4559341.2
August 2011PoorFairPoorSatisfactory455932.0
August 2010PoorFairPoorSatisfactory460542.0
August 2009FairFairSatisfactorySatisfactory4651924.8
July 2007FairFairSatisfactorySatisfactory4587324.8
August 2006FairFairSatisfactorySatisfactory4587324.8
July 2005PoorPoorSatisfactorySatisfactory4582724.8
November 2004PoorPoorSatisfactorySatisfactory4546324.8
August 2003FairFairSatisfactorySatisfactory4541826.8
October 2001FairFairSatisfactorySatisfactory4457324.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.42,35141,947342593
Steel Protective Coatingsq. ft.569,799561,4916,3826611,265
Steel Stringerlinear ft.6,8536,853000
Steel Protective Coatingsq. ft.37,66037,660000
Deck
Reinforced Concrete Decksq. ft.394,571284,10482,87927,5880
Wearing Surfacessq. ft.318,843255,07463,76900
Superstructure
Steel Floor Beamlinear ft.2,0531,93012300
Steel Protective Coatingsq. ft.33,39633,19620000
Substructure
Reinforced Concrete Columneach219211800
Reinforced Concrete Pier Walllinear ft.3838000
Reinforced Concrete Abutmentlinear ft.1791176020
Steel Pier Caplinear ft.9090000
Steel Protective Coatingsq. ft.2,4152,415000
Reinforced Concrete Pier Caplinear ft.4,1993,74145350
Concrete Protective Coatingsq. ft.1,5183481,131039
Joints
Strip Seal Jointlinear ft.4514940200
Compression Jointlinear ft.1953316200
Open Jointlinear ft.44726718000
Assembly without Seal Jointlinear ft.2222000
Bearings
Elastomeric Bearingeach157153400
Movable Bearingeach311305600
Steel Protective Coatingsq. ft.311311000
Fixed Bearingeach122122000
Steel Protective Coatingsq. ft.122122000
Pot Bearingeach22000
Steel Protective Coatingsq. ft.22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.15,69413,8531,84100