Share:

K96 HWY WB over ARKANSAS RIVER

Map 

Coordinates:
+37.75521, -97.38115
37°45'19" N, 97°22'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:K96 HWY WB over ARKANSAS RIVER
Structure number:999909600873151
Location:0.56 MI E WEST ST
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:75.1 ft. [22.9 m]
Total length:1095.9 ft. [334.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1978
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:18
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:13,550 [as of 2014]
Truck traffic:11% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:97.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,512,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201597.1Not deficientGoodSatisfactoryGood13550
May 201497.1Not deficientGoodSatisfactoryGood13550
July 201397.0Not deficientGoodSatisfactoryGood14000
September 201297.8Not deficientGoodSatisfactoryGood13350
December 201197.8Not deficientGoodSatisfactoryGood13200
July 201097.8Not deficientVery GoodSatisfactoryGood13200
August 200997.7Not deficientVery GoodSatisfactoryGood13650
February 200878.4Functionally obsoleteVery GoodSatisfactoryGood13200
August 200778.5Functionally obsoleteSatisfactorySatisfactoryGood12700
October 200657.8Functionally obsoleteSatisfactorySatisfactoryGood12750
August 200478.5Functionally obsoleteSatisfactoryGoodGood12750
June 200278.7Functionally obsoleteSatisfactoryVery GoodGood11200
February 200078.8Functionally obsoleteSatisfactoryVery GoodGood10000
May 199878.8Functionally obsoleteSatisfactoryVery GoodGood10000
April 199677.0Functionally obsoleteSatisfactoryVery GoodVery Good8255
July 199479.4Not deficientGoodVery GoodVery Good6870
February 199280.5Not deficientGoodVery GoodVery Good5685
May 199080.5Not deficientGoodVery GoodVery Good5695