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RP SKINKER BLVD TO over IS 64

Map

Coordinates:
+38.63256, -90.30089
38°37'57" N, 90°18'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP SKINKER BLVD TO over IS 64
Structure number:32254
Location:S 13 T 45 N R 6 E
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:124.3 ft. [37.9 m]
Total length:243.1 ft. [74.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,355 [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:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:89.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodGoodVery Good935589.2
July 2015GoodGoodGoodExcellent910989.3
September 2013GoodGoodVery GoodExcellent883789.4
September 2011GoodVery GoodVery GoodExcellent773289.8
January 2010GoodExcellentExcellentExcellent580490.6
January 2008GoodExcellentExcellentExcellent588790.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,3541,350400
Deck
Reinforced Concrete Decksq. ft.9,3806,6422,73800
Wearing Surfacessq. ft.8,7348,734000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.29026116130
Reinforced Concrete Pier Caplinear ft.7369400
Bearings
Elastomeric Bearingeach1212000
Enclosed/Concealed Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.62743818810