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WARD PKWY over BRUSH CR

Map

Coordinates:
+39.03324, -94.60586
39°01'60" N, 94°36'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WARD PKWY over BRUSH CR
Structure number:25468
Old structure number:S101B21 048 (from 1992 edition)
Location:S 31 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:151.9 ft. [46.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:21,319 [as of 2014]
Truck traffic:7% 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 replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$619,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactorySatisfactorySatisfactory2131979.7
April 2014FairSatisfactorySatisfactorySatisfactory2131979.7
April 2012FairSatisfactorySatisfactorySatisfactory2131979.7
April 2010FairSatisfactorySatisfactorySatisfactory2205579.7
June 2008GoodGoodGoodGood2205579.7
March 2006GoodGoodGoodGood2205579.7
March 2004GoodGoodGoodGood2205579.7
June 2002GoodGoodGoodGood2205579.7
June 2000GoodGoodGoodGood2205578.3
July 1998GoodGoodGoodGood2640077.8
June 1996GoodGoodGoodGood2640077.8
September 1994GoodGoodGoodGood2640078.5
November 1992GoodGoodGoodGood2640076.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.3042722480
Reinforced Concrete Abutmentlinear ft.3042722480
Bridge Rail
Timber Bridge Raillinear ft.10828203030
Masonry Bridge Raillinear ft.703812128
Deck
Reinforced Concrete Slabsq. ft.12,99612,3963003000