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I235 HWY, NB over LITTLE ARKANSAS RIVER

Map

Coordinates:
+37.75657, -97.34704
37°45'24" N, 97°20'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I235 HWY, NB over LITTLE ARKANSAS RIVER
Structure number:999923500871061
Location:1.38 MI E K96, NB
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.9 ft. [20.1 m]
Total length:694.6 ft. [211.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:13
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:20,950 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:46.2 tons [42.0 metric tons]
Inventory rating:28.8 tons [26.2 metric tons]
Sufficiency rating:36.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,594,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201636.0PoorSatisfactoryPoorGoodSD20950
November 201536.0PoorSatisfactoryPoorGoodSD20500
August 201440.9PoorGoodPoorGoodSD20500
July 201341.0PoorGoodPoorGoodSD22050
September 201241.0PoorGoodPoorGoodSD21700
October 201140.0PoorFairPoorGoodSD22700
August 201041.0PoorSatisfactoryPoorGoodSD22700
August 200867.6FairGoodSatisfactoryGood-21450
October 200767.6FairGoodSatisfactoryVery Good-22700
August 200666.7FairSatisfactorySatisfactoryVery Good-22500
August 200466.8FairSatisfactorySatisfactoryVery Good-21350
August 200261.4FairSatisfactorySatisfactoryVery Good-19650
March 200061.4FairSatisfactorySatisfactoryVery Good-18055
August 199861.4FairSatisfactorySatisfactoryVery Good-18055
March 199667.6FairSatisfactorySatisfactoryVery Good-15480
July 199479.6FairSatisfactorySatisfactoryVery Good-15150
February 199279.7FairSatisfactorySatisfactoryGood-13630
May 199079.8FairSatisfactorySatisfactoryVery Good-12395