RP I235NB to K96WB over I-235 ,K96 EB HWYS


+37.75374, -97.37475
37°45'13" N, 97°22'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RP I235NB to K96WB over I-235 ,K96 EB HWYS
Structure number:999909600873201
Location:0.81 MI E WEST ST
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:908.8 ft. [277.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1979
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:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:425 [as of 2000]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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:37.3 tons [33.9 metric tons]
Inventory rating:22.3 tons [20.3 metric tons]
Sufficiency rating:84.3
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$752,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201584.3Not deficientGoodSatisfactoryGood425
August 201485.8Not deficientGoodSatisfactoryGood425
July 201359.8Structurally deficientGoodPoorGood425
September 201269.9Structurally deficientGoodPoorGood425
October 201169.8Structurally deficientGoodPoorGood425
September 201070.3Structurally deficientGoodPoorGood425
November 200970.3Structurally deficientVery GoodPoorGood425
August 200871.3Structurally deficientVery GoodPoorGood425
August 200671.3Structurally deficientFairPoorGood425
August 200467.0Structurally deficientFairPoorGood425
October 200296.2Not deficientSatisfactoryGoodGood425
March 200096.2Not deficientGoodVery GoodGood425
August 199896.2Not deficientGoodVery GoodGood425
May 199676.6Functionally obsoleteGoodVery GoodGood425
July 199478.0Functionally obsoleteGoodVery GoodGood425
February 199284.0Functionally obsoleteGoodVery GoodGood425
May 199083.0Functionally obsoleteGoodVery GoodGood425