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ADELAIDE AVE E over IS 70, RV 70

Map 

Coordinates:
+38.67952, -90.21137
38°40'46" N, 90°12'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ADELAIDE AVE E over IS 70, RV 70
Structure number:12016
Location:S 34 T 46 N R 7 E
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:59.1 ft. [18.0 m]
Total length:258.9 ft. [78.9 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:5
Main spans material:Steel [3]
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:11,634 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:87.1 tons [79.2 metric tons]
Inventory rating:52.5 tons [47.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,894,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201574.8Functionally obsoleteSatisfactoryGoodSatisfactory11634
September 201374.9Functionally obsoleteGoodVery GoodGood10950
September 201173.6Functionally obsoleteGoodVery GoodGood12374
September 200973.6Functionally obsoleteGoodVery GoodVery Good12643
September 200773.6Not deficientGoodVery GoodVery Good12514
August 200572.5Not deficientGoodVery GoodVery Good23309
August 200392.5Not deficientVery GoodVery GoodExcellent23855
June 200192.5Not deficientVery GoodExcellentExcellent23410