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CLEVELAND AVE over BRUSH CR

Map 

Coordinates:
+39.03708, -94.54077
39°02'13" N, 94°32'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLEVELAND AVE over BRUSH CR
Structure number:25446
Old structure number:S081B43 048 (from 1992 edition)
Location:S 27 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:178.2 ft. [54.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Posted for load [P]
Average daily traffic:8,282 [as of 2014]
Truck traffic:2% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,303,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201475.4Functionally obsoleteGoodGoodSatisfactory8282
April 201275.4Functionally obsoleteGoodGoodSatisfactory8282
April 201076.1Functionally obsoleteGoodGoodSatisfactory12800
April 200876.1Functionally obsoleteGoodGoodSatisfactory12800
March 200676.1Functionally obsoleteGoodGoodSatisfactory12800
March 200476.1Functionally obsoleteGoodGoodSatisfactory12800
July 200276.1Functionally obsoleteGoodGoodGood13214
June 200075.2Functionally obsoleteGoodGoodGood13214
July 199873.5Functionally obsoleteGoodGoodGood10805
June 199673.5Functionally obsoleteGoodGoodGood10805
September 199475.8Not deficientGoodGoodGood10805
November 199275.8Not deficientGoodGoodGood11472