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NB235 TO WB 96 RP over ARKANSAS RIVER

Map 

Coordinates:
+37.75583, -97.37583
37°45'21" N, 97°22'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB235 TO WB 96 RP over ARKANSAS RIVER
Structure number:999909600873281
Location:0.61 MI E WEST ST
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:77.1 ft. [23.5 m]
Total length:515.1 ft. [157.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 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:13,650 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:62.9 tons [57.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$426,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201592.6Functionally obsoleteGoodGoodGood13650
August 201492.6Functionally obsoleteGoodGoodGood13650
July 201392.6Functionally obsoleteGoodGoodGood13650
September 201292.6Functionally obsoleteGoodGoodGood13650
October 201192.6Functionally obsoleteVery GoodGoodGood13650
July 201092.6Functionally obsoleteVery GoodGoodGood13650
August 200992.6Functionally obsoleteVery GoodGoodGood13650
August 200892.7Functionally obsoleteVery GoodGoodGood13200
August 200792.7Functionally obsoleteFairGoodGood12700
August 200689.6Functionally obsoleteFairGoodGood12750
August 200491.0Functionally obsoleteSatisfactoryGoodGood12750
October 200296.9Not deficientGoodGoodGood800
March 200096.9Not deficientGoodGoodGood800
May 199896.9Not deficientGoodGoodGood800
April 199691.8Not deficientGoodVery GoodVery Good800
July 199494.9Not deficientGoodVery GoodVery Good800
February 199295.9Not deficientGoodVery GoodVery Good800
May 199095.9Not deficientGoodVery GoodVery Good800