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BELLEVIEW AVE over BRUSH CR

Map 

Coordinates:
+39.03883, -94.59876
39°02'20" N, 94°35'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BELLEVIEW AVE over BRUSH CR
Structure number:25434
Old structure number:S078B42 048 (from 1992 edition)
Location:S 30 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.1 ft. [10.7 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1955
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Posted for load [P]
Average daily traffic:2,400 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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:41.6 tons [37.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:77.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201477.4Not deficientFairFairGood2400
April 201288.4Not deficientFairSatisfactoryGood2400
April 201081.8Not deficientFairSatisfactoryGood3000
April 200881.8Not deficientFairSatisfactoryGood3000
March 200681.8Not deficientFairSatisfactoryGood3000
March 200481.8Not deficientFairSatisfactoryGood3000
June 200279.1Functionally obsoleteFairSatisfactoryGood14291
June 200078.2Functionally obsoleteFairSatisfactoryGood14291
June 199877.8Functionally obsoleteFairSatisfactoryGood17800
July 199677.8Functionally obsoleteFairSatisfactoryGood17800
September 199478.3Functionally obsoleteFairSatisfactoryGood17800
November 199276.3Functionally obsoleteFairSatisfactoryGood17800