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J C NICHOLS PKWY over BRUSH CR

Map 

Coordinates:
+39.04038, -94.58814
39°02'25" N, 94°35'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:J C NICHOLS PKWY over BRUSH CR
Structure number:25437
Old structure number:U2220S079B33 (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:80.1 ft. [24.4 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:53.5 ft. [16.3 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]
Design load:M 18 / H 20 [4]
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: March 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:8,740 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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 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:52.5 tons [47.7 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:68.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,364,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201668.4FairGoodSatisfactoryFairFO8740
April 201468.4FairGoodSatisfactoryFairFO8740
April 201279.5FairGoodSatisfactorySatisfactoryFO8740
April 201080.5FairGoodSatisfactorySatisfactoryFO8740
April 200880.5FairGoodSatisfactorySatisfactoryFO8740
March 200680.5GoodGoodGoodGoodFO8740
March 200480.1GoodGoodGoodGoodFO14862
June 200280.1GoodGoodGoodGoodFO14862
June 200080.1GoodGoodGoodGoodFO14862
June 199881.5GoodGoodGoodGood-13062
September 199074.9GoodGoodVery GoodVery Good-19510