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HAMPTON AVE S over RP IS64E TO OAKVIEW PL

Map 

Coordinates:
+38.63167, -90.29000
38°37'54" N, 90°17'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAMPTON AVE S over RP IS64E TO OAKVIEW PL
Structure number:32260
Location:S 19 T 45 N R 7 E
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:41.0 ft. [12.5 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:130.9 ft. [39.9 m]
Deck width edge-to-edge:132.9 ft. [40.5 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
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]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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:34,681 [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:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.2 tons [73.8 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Sufficiency rating:94.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201594.1Not deficientGoodGoodVery Good34681
September 201393.1Not deficientGoodVery GoodVery Good41688
September 201194.1Not deficientGoodVery GoodVery Good34401
September 200998.1Not deficientVery GoodExcellentExcellent6452
January 200890.1Not deficientExcellentExcellentExcellent62926