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EB 96 TO SB 235 RP over ARKANSAS RIVER

Map 

Coordinates:
+37.75381, -97.37905
37°45'14" N, 97°22'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB 96 TO SB 235 RP over ARKANSAS RIVER
Structure number:999909600873291
Location:0.65 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:130.9 ft. [39.9 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: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:2
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: August 2014 

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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:66.0 tons [60.0 metric tons]
Inventory rating:39.4 tons [35.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$108,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201493.6Functionally obsoleteGoodGoodGood13650
September 201293.6Functionally obsoleteGoodGoodGood13650
July 201093.6Functionally obsoleteGoodGoodGood13650
August 200893.6Functionally obsoleteGoodGoodGood13650
August 200693.7Functionally obsoleteGoodGoodGood12750
August 200493.7Functionally obsoleteGoodGoodGood12750
August 200296.9Not deficientGoodVery GoodGood1035
February 200096.9Not deficientGoodVery GoodGood1035
August 199896.9Not deficientGoodVery GoodGood1035
April 199694.9Not deficientGoodVery GoodGood1035
July 199494.9Not deficientGoodVery GoodGood1035
February 199294.9Not deficientGoodVery GoodGood1035
May 199094.9Not deficientVery GoodVery GoodGood1035