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78TH ST over CREEK

Map 

Coordinates:
+38.98500, -94.55667
38°59'06" N, 94°33'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:78TH ST over CREEK
Structure number:25483
Old structure number:S129C22 048 (from 1992 edition)
Location:S 15 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:61 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201698.0FairGoodSatisfactoryGood-61
April 2014100.0FairGoodSatisfactoryGood-61
March 2012100.0FairGoodSatisfactoryGood-61
April 201085.0FairGoodSatisfactoryGood-450
March 200885.0FairGoodSatisfactoryGood-450
January 200685.0FairGoodSatisfactoryGood-450
March 200485.0GoodVery GoodGoodGood-450
July 200285.0GoodVery GoodGoodGood-450
July 200085.0GoodVery GoodGoodGood-450
June 199885.0GoodVery GoodGoodGood-200
September 199037.8Fair---SD100