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ELMWOOD AVE over BRUSH CR

Map 

Coordinates:
+39.03665, -94.53148
39°02'12" N, 94°31'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ELMWOOD AVE over BRUSH CR
Structure number:25447
Old structure number:S082B31 048 (from 1992 edition)
Location:S 26 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:71.9 ft. [21.9 m]
Total length:173.9 ft. [53.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
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:10,400 [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:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:32.7 tons [29.7 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:50.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,266,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201450.1Functionally obsoleteGoodGoodFair10400
April 201250.1Functionally obsoleteGoodGoodFair10400
April 201050.1Functionally obsoleteGoodGoodFair10400
April 200860.3Functionally obsoleteGoodGoodSatisfactory10400
March 200660.3Functionally obsoleteGoodGoodSatisfactory10400
March 200460.3Functionally obsoleteGoodGoodSatisfactory10400
July 200260.4Functionally obsoleteGoodGoodSatisfactory9390
July 200060.4Functionally obsoleteGoodGoodSatisfactory9390
July 199857.7Functionally obsoleteGoodGoodGood8600
September 199049.6Not deficientSatisfactoryVery GoodGood8600