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RP SKINKER BLVD TO over IS 64

Map 

Coordinates:
+38.63000, -90.30167
38°37'48" N, 90°18'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:15.4 ft. [4.7 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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:9,109 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Excellent [9 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]
Operating rating:87.1 tons [79.2 metric tons]
Inventory rating:52.5 tons [47.7 metric tons]
Sufficiency rating:89.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201589.3Not deficientGoodGoodExcellent9109
September 201389.4Not deficientGoodVery GoodExcellent8837
September 201189.8Not deficientVery GoodVery GoodExcellent7732
January 201090.6Not deficientExcellentExcellentExcellent5804
January 200890.6Not deficientExcellentExcellentExcellent5887