78TH ST over CREEK


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


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 2014 

Status:Open, no restriction [A]
Average daily traffic:61 [as of 2014]
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]
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:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 2014100.0Not deficientGoodSatisfactoryGood61
March 2012100.0Not deficientGoodSatisfactoryGood61
April 201085.0Not deficientGoodSatisfactoryGood450
March 200885.0Not deficientGoodSatisfactoryGood450
January 200685.0Not deficientGoodSatisfactoryGood450
March 200485.0Not deficientVery GoodGoodGood450
July 200285.0Not deficientVery GoodGoodGood450
July 200085.0Not deficientVery GoodGoodGood450
June 199885.0Not deficientVery GoodGoodGood200
September 199037.8Structurally deficient---100