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MT. VERNON over DRY CREEK

Map 

Coordinates:
+37.65732, -97.29164
37°39'26" N, 97°17'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MT. VERNON over DRY CREEK
Structure number:53040087000DC80
Location:MT. VERNON AT BLUFF
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:64.0 ft. [19.5 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1958
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: December 2015 

Status:Posted for load [P]
Average daily traffic:6,500 [as of 2006]
Truck traffic:2% of total traffic
Structural 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:63.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$255,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201563.9Not deficient---6500
November 201363.9Not deficient---6500
September 201159.7Functionally obsolete---6500
November 200959.7Functionally obsolete---6500
July 200757.7Functionally obsolete---6500
November 200258.5Functionally obsolete---11375
February 200058.5Functionally obsolete---11375
March 199759.3Functionally obsolete---8030
January 199558.3Functionally obsolete---10500
May 199378.9Functionally obsolete---10750
May 199148.5Functionally obsolete---10750