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BENTON BLVD over BRUSH CR

Map 

Coordinates:
+39.03744, -94.54279
39°02'15" N, 94°32'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BENTON BLVD over BRUSH CR
Structure number:25444
Old structure number:S081B41 048 (from 1992 edition)
Location:S 27 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:79.1 ft. [24.1 m]
Total length:324.2 ft. [98.8 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1923
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:8
Main spans material:Concrete continuous [2]
Main spans design:Arch - Deck [11]
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:5,421 [as of 2016]
Truck traffic:3% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:65.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201665.5FairFairFairFair-5421
April 201465.5FairFairFairFair-5421
April 201265.5FairFairFairFair-5421
April 201066.2FairFairFairFair-9100
April 200866.2FairFairFairFair-9100
March 200667.2FairSatisfactorySatisfactoryFair-9100
March 200467.2FairSatisfactorySatisfactoryFair-9100
June 200267.2FairSatisfactorySatisfactoryFair-10221
June 200066.4FairSatisfactorySatisfactoryFair-10221
July 199866.6FairSatisfactorySatisfactoryFair-9000
July 199666.6FairSatisfactorySatisfactoryFair-9000
September 199466.8FairSatisfactorySatisfactoryFair-9000
November 199266.8FairGoodSatisfactoryFair-9000