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ROANOKE PKWY over BRUSH CR

Map

Coordinates:
+39.03912, -94.59753
39°02'21" N, 94°35'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROANOKE PKWY over BRUSH CR
Structure number:25433
Old structure number:S078B41 048 (from 1992 edition)
Location:S 30 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.0 ft. [13.4 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:46.6 ft. [14.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1958
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:19,100 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:65.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$934,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairFairFair1910065.1
April 2014FairFairFairFair1910065.1
April 2012FairFairSatisfactorySatisfactory1910076.4
April 2010FairSatisfactorySatisfactorySatisfactory1910078.4
June 2008FairSatisfactorySatisfactorySatisfactory1910078.4
March 2006FairSatisfactoryGoodSatisfactory1910078.4
March 2004FairSatisfactoryGoodSatisfactory1910078.4
June 2002FairSatisfactoryGoodSatisfactory1910078.4
June 2000FairGoodGoodSatisfactory1196878.1
June 1998GoodGoodGoodGood580076.8
July 1996GoodGoodGoodGood580076.8
September 1994GoodGoodGoodGood580077.0
November 1992GoodGoodGoodGood580077.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.120903000
Reinforced Concrete Abutmentlinear ft.120060600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.228228000
Reinforced Concrete Bridge Raillinear ft.2282180100
Deck
Reinforced Concrete Slabsq. ft.6,3845,2941,050400
Wearing Surfacessq. ft.5,3013,3015001,5000