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ARMOUR ROAD over ARMOUR BRANCH GYPSUM CR

Map 

Coordinates:
+37.67210, -97.25007
37°40'20" N, 97°15'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ARMOUR ROAD over ARMOUR BRANCH GYPSUM CR
Structure number:530400870GCA920
Location:ARMOUR AT KELLOGG
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:6.9 ft. [2.1 m]
Total length:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:2006
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:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:6,945 [as of 2009]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:82.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201582.9Not deficient---6945
October 201382.9Not deficient---6945
September 201178.9Not deficient---6945
December 200978.9Not deficient---6945
November 200278.9Functionally obsolete---6945
February 200078.9Functionally obsolete---6945
March 199778.6Functionally obsolete---8720
January 199578.8Functionally obsolete---7892
May 199380.2Functionally obsolete---7892
May 199180.2Functionally obsolete---7892