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WORNALL RD over BRUSH CR

Map 

Coordinates:
+39.04018, -94.59171
39°02'25" N, 94°35'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:60.4 tons [54.9 metric tons]
Sufficiency rating:80.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201680.2GoodGoodGoodGoodFO12730
April 201480.2GoodGoodGoodGoodFO12730
April 201280.2GoodGoodGoodGoodFO12730
April 201080.2GoodGoodGoodGoodFO12730
April 200880.2GoodGoodGoodGoodFO12730
March 200680.2GoodGoodGoodGoodFO12730
March 200479.7GoodGoodGoodGoodFO21728
June 200279.7GoodGoodGoodGoodFO21728
June 200078.4GoodGoodGoodGoodFO21728
June 199878.7GoodGoodGoodGoodFO18663
July 199678.7GoodGoodGoodGoodFO18663
September 199479.2GoodGoodGoodGoodFO18663
November 199279.2GoodVery GoodGoodGoodFO18663