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WORNALL RD over BRUSH CR

Map

Coordinates:
+39.04020, -94.59176
39°02'25" N, 94°35'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WORNALL RD over BRUSH CR
Structure number:25435
Old structure number:S079B311 048 (from 1992 edition)
Location:S 29 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:74.2 ft. [22.6 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:88.9 ft. [27.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [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:Good
Status:Posted for load [P]
Average daily traffic:12,730 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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:80.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016GoodGoodGoodGood1273080.2
April 2014GoodGoodGoodGood1273080.2
April 2012GoodGoodGoodGood1273080.2
April 2010GoodGoodGoodGood1273080.2
April 2008GoodGoodGoodGood1273080.2
March 2006GoodGoodGoodGood1273080.2
March 2004GoodGoodGoodGood2172879.7
June 2002GoodGoodGoodGood2172879.7
June 2000GoodGoodGoodGood2172878.4
June 1998GoodGoodGoodGood1866378.7
July 1996GoodGoodGoodGood1866378.7
September 1994GoodGoodGoodGood1866379.2
November 1992GoodVery GoodGoodGood1866379.2