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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201697.0GoodGoodGoodVery Good-52000
August 201497.0GoodGoodGoodVery Good-52000
September 201297.0GoodVery GoodGoodVery Good-52000
August 201098.0GoodVery GoodGoodVery Good-52000
September 200897.0GoodVery GoodGoodVery Good-52000
August 200697.0GoodVery GoodGoodVery Good-53000
August 200497.0FairSatisfactoryGoodVery Good-52000
August 200296.0GoodVery GoodGoodVery Good-8604
April 200096.0FairSatisfactoryGoodVery Good-8604
August 199896.0GoodGoodVery GoodVery Good-8604
May 199676.0GoodGoodVery GoodVery Good-8604
August 199494.0GoodGoodVery GoodVery Good-8604
March 199295.0GoodGoodVery GoodVery Good-8604
May 199095.0GoodGoodVery GoodVery Good-8604