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K96 HWY EB over ARKANSAS RIVER

Map 

Coordinates:
+37.75369, -97.38101
37°45'13" N, 97°22'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:K96 HWY EB over ARKANSAS RIVER
Structure number:999909600873161
Location:0.57 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:1105.7 ft. [337.0 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:56.4 ft. [17.2 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:17
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:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:35.0 tons [31.8 metric tons]
Sufficiency rating:91.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,831,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201591.5Not deficientGoodGoodSatisfactory13550
May 201493.5Not deficientGoodGoodGood13550
July 201393.5Not deficientGoodGoodGood14000
September 201293.7Not deficientGoodGoodGood13350
October 201191.7Not deficientGoodGoodGood13200
July 201091.7Not deficientSatisfactoryGoodGood13200
August 200993.6Not deficientSatisfactoryGoodGood13650
October 200891.7Not deficientSatisfactoryGoodGood13200
August 200791.7Not deficientSatisfactoryGoodGood12700
November 200672.6Not deficientSatisfactoryGoodGood12750
August 200489.7Not deficientSatisfactoryGoodGood12750
August 200289.9Not deficientGoodGoodGood11200
February 200090.0Not deficientGoodGoodGood10000
May 199890.0Not deficientGoodGoodGood10000
April 199686.0Not deficientGoodVery GoodVery Good8255
July 199485.3Not deficientGoodVery GoodVery Good6870
February 199290.5Not deficientGoodVery GoodVery Good5685
May 199090.5Not deficientVery GoodVery GoodVery Good5695