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US54/US400 HWY EB over HILLSIDE AVE

Map 

Coordinates:
+37.67925, -97.29878
37°40'45" N, 97°17'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US54/US400 HWY EB over HILLSIDE AVE
Structure number:999905400873141
Location:0.80 MI E JCT I135/US54
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:99.1 ft. [30.2 m]
Total length:200.5 ft. [61.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1977
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:47,050 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:69.4 tons [63.1 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Sufficiency rating:90.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$415,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201490.4Not deficientGoodSatisfactorySatisfactory47050
September 201291.1Not deficientVery GoodSatisfactorySatisfactory39650
August 201092.1Not deficientVery GoodSatisfactorySatisfactory39250
September 200893.4Not deficientVery GoodGoodSatisfactory37150
August 200690.9Not deficientVery GoodGoodSatisfactory38900
August 200490.7Not deficientSatisfactoryGoodSatisfactory40950
August 200292.3Not deficientSatisfactoryGoodSatisfactory37750
April 200092.5Not deficientSatisfactoryGoodSatisfactory25910
August 199892.5Not deficientSatisfactoryGoodSatisfactory25910
May 199691.1Not deficientSatisfactoryGoodSatisfactory29905
August 199491.7Not deficientSatisfactoryGoodSatisfactory26235
February 199291.9Not deficientGoodGoodSatisfactory27090
May 199093.0Not deficientGoodGoodSatisfactory25055