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CLAYTON AVE E over IS 64, RP US40W TO MCCAU

Map 

Coordinates:
+38.63000, -90.30333
38°37'48" N, 90°18'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLAYTON AVE E over IS 64, RP US40W TO MCCAU
Structure number:32268
Location:S 23 T 45 N R 6 E
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:80.4 ft. [24.5 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:11,338 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:104.9 tons [95.4 metric tons]
Inventory rating:54.5 tons [49.5 metric tons]
Sufficiency rating:92.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201592.9Not deficientGoodGoodGood11338
September 201392.9Not deficientGoodGoodVery Good11008
September 201192.8Not deficientGoodGoodExcellent12006
January 201092.7Not deficientGoodGoodExcellent12766
January 200892.6Not deficientExcellentExcellentExcellent13518