135N to 54W over HYDRAULIC AVE


+37.67869, -97.31722
37°40'43" N, 97°19'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:135N to 54W over HYDRAULIC AVE
Structure number:999905400873031
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:73.5 ft. [22.4 m]
Total length:163.1 ft. [49.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1976
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2016 

Status:Open, no restriction [A]
Average daily traffic:52,000 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:89.5 tons [81.4 metric tons]
Inventory rating:53.6 tons [48.7 metric tons]
Sufficiency rating:97.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$202,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201697.0Not deficientGoodGoodVery Good52000
August 201497.0Not deficientGoodGoodVery Good52000
September 201297.0Not deficientVery GoodGoodVery Good52000
August 201098.0Not deficientVery GoodGoodVery Good52000
September 200897.0Not deficientVery GoodGoodVery Good52000
August 200697.0Not deficientVery GoodGoodVery Good53000
August 200497.0Not deficientSatisfactoryGoodVery Good52000
August 200296.0Not deficientVery GoodGoodVery Good8604
April 200096.0Not deficientSatisfactoryGoodVery Good8604
August 199896.0Not deficientGoodVery GoodVery Good8604
May 199676.0Not deficientGoodVery GoodVery Good8604
August 199494.0Not deficientGoodVery GoodVery Good8604
March 199295.0Not deficientGoodVery GoodVery Good8604
May 199095.0Not deficientGoodVery GoodVery Good8604