Share:

K-96 HWY WB over HYDRAULIC ST

Map 

Coordinates:
+37.74403, -97.31739
37°44'39" N, 97°19'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:K-96 HWY WB over HYDRAULIC ST
Structure number:999909600873901
Location:RP-E-N OVER HYDRAUL 96
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:140.1 ft. [42.7 m]
Total length:302.5 ft. [92.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Owner:State Highway Agency [01]
Year built:1992
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:Not applicable [N]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:29,600 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Inventory rating:57.9 tons [52.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$250,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201493.0Functionally obsoleteGoodGoodGood29600
August 201293.0Functionally obsoleteGoodVery GoodGood29600
August 201093.0Functionally obsoleteGoodVery GoodGood29600
September 200894.0Functionally obsoleteGoodVery GoodGood29600
August 200694.0Functionally obsoleteGoodVery GoodGood30000
August 200494.0Functionally obsoleteGoodVery GoodGood28250
August 200295.0Functionally obsoleteGoodVery GoodVery Good25900
February 200096.0Not deficientGoodVery GoodVery Good26145
August 199896.0Not deficientGoodVery GoodVery Good26145
April 199694.0Not deficientGoodVery GoodVery Good19295
July 199479.0Not deficientVery GoodVery GoodVery Good16280