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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 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:8,282 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201675.4FairSatisfactorySatisfactorySatisfactoryFO8282
April 201475.4FairGoodGoodSatisfactoryFO8282
April 201275.4FairGoodGoodSatisfactoryFO8282
April 201076.1FairGoodGoodSatisfactoryFO12800
April 200876.1FairGoodGoodSatisfactoryFO12800
March 200676.1FairGoodGoodSatisfactoryFO12800
March 200476.1FairGoodGoodSatisfactoryFO12800
July 200276.1GoodGoodGoodGoodFO13214
June 200075.2GoodGoodGoodGoodFO13214
July 199873.5GoodGoodGoodGoodFO10805
June 199673.5GoodGoodGoodGoodFO10805
September 199475.8GoodGoodGoodGood-10805
November 199275.8GoodGoodGoodGood-11472