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Kellogg Drive (S) over Calfskin Creek

Map 

Coordinates:
+37.66361, -97.48750
37°39'49" N, 97°29'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Kellogg Drive (S) over Calfskin Creek
Structure number:530400870000239
Location:2000' West of 119th
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:51.8 ft. [15.8 m]
Total length:132.6 ft. [40.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:500 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:94.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201594.5Not deficientGoodGoodGood500
October 201394.5Not deficientVery GoodVery GoodVery Good500
December 201194.5Not deficientVery GoodVery GoodVery Good500
December 200999.0Not applicableVery GoodVery GoodVery Good250