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K-96 HWY EB over I-135 HWY

Map 

Coordinates:
+37.75219, -97.31960
37°45'08" N, 97°19'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:K-96 HWY EB over I-135 HWY
Structure number:999909600873881
Location:SJCT I-135/K-96
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:89.9 ft. [27.4 m]
Total length:322.5 ft. [98.3 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:18.0 ft. [5.5 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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:31,450 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.5 tons [89.5 metric tons]
Inventory rating:51.7 tons [47.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$267,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201495.0Functionally obsoleteGoodGoodSatisfactory31450
August 201295.0Functionally obsoleteGoodGoodGood28500
August 201095.0Functionally obsoleteGoodGoodGood28200
September 200895.0Functionally obsoleteGoodGoodGood29600
August 200695.0Functionally obsoleteGoodGoodGood30000
December 200495.0Functionally obsoleteGoodGoodGood28250
August 200295.0Functionally obsoleteGoodVery GoodVery Good25900
February 200095.0Not deficientGoodVery GoodVery Good26145
August 199895.0Not deficientGoodVery GoodVery Good26145
April 199693.0Not deficientGoodVery GoodVery Good19295
July 199479.0Not deficientGoodVery GoodVery Good16280