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K-96 HWY WB over WEBB ROAD

Map 

Coordinates:
+37.73759, -97.22630
37°44'15" N, 97°13'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:K-96 HWY WB over WEBB ROAD
Structure number:999909600874101
Location:K-96 OVER WEBB ROAD WB
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:129.9 ft. [39.6 m]
Total length:277.6 ft. [84.6 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:45°
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:Epoxy Overlay [5]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:11,250 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:83.3
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$479,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201483.3Not deficientVery GoodGoodGood11250
September 201283.3Not deficientGoodGoodGood11160
September 201083.3Not deficientGoodGoodGood11335
August 200883.3Not deficientGoodVery GoodVery Good11250
August 200681.3Not deficientGoodVery GoodVery Good10670
August 200481.3Not deficientGoodVery GoodVery Good9170
August 200281.2Not deficientGoodVery GoodVery Good8140
March 200081.7Not deficientGoodVery GoodVery Good8605
September 199881.7Not deficientGoodVery GoodVery Good8605
April 199681.7Not deficientGoodVery GoodGood5990
August 199494.8Not deficientGoodVery GoodGood5155