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RP IS64E TO 6TH ST over 8TH STREET

Map 

Coordinates:
+38.62514, -90.19270
38°37'31" N, 90°11'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP IS64E TO 6TH ST over 8TH STREET
Structure number:1258
Old structure number:A15173 2 (from 1992 edition)
Location:S 13 T 45 N R 7 E
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:92.9 ft. [28.3 m]
Total length:477.1 ft. [145.4 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:24.3 ft. [7.4 m]
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2014 

Status:Posted for load [P]
Average daily traffic:4,413 [as of 2014]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:41.6 tons [37.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Evaluation:Structurally deficient [1]
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,873,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 20140.0Structurally deficientGoodGoodSatisfactory4413
July 20120.0Structurally deficientGoodGoodSatisfactory4276
August 201059.9Functionally obsoleteGoodGoodSatisfactory5347
July 200958.2Functionally obsoleteGoodGoodSatisfactory7882
July 200760.3Functionally obsoleteGoodGoodSatisfactory7995
July 200560.3Functionally obsoleteGoodGoodSatisfactory8065
August 200360.2Functionally obsoleteGoodGoodGood8254
September 200164.0Functionally obsoleteGoodGoodGood5500
July 200059.7Functionally obsoleteGoodGoodGood9030
July 199959.7Functionally obsoleteGoodGoodGood9030
July 199869.1Functionally obsoleteGoodGoodGood9030
November 199151.7Structurally deficientGoodGoodVery Good7610