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I235 HWY, SB over LITTLE ARKANSAS RIVER

Map

Coordinates:
+37.75652, -97.34584
37°45'23" N, 97°20'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I235 HWY, SB over LITTLE ARKANSAS RIVER
Structure number:999923500871051
Location:1.39 MI E K96, SB
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:Bituminous [6]

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:Fair [5 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:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.4 tons [45.8 metric tons]
Inventory rating:31.2 tons [28.4 metric tons]
Sufficiency rating:37.4
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 201637.4PoorFairPoorGoodSD20950
November 201537.4PoorFairPoorGoodSD20500
August 201440.0PoorFairPoorGoodSD20500
July 201340.0PoorFairPoorGoodSD22050
September 201240.0PoorFairPoorGoodSD21700
October 201140.0PoorFairPoorGoodSD22700
August 201041.0PoorSatisfactoryPoorGoodSD22700
August 200867.6FairGoodSatisfactoryGood-21450
August 200666.6FairFairSatisfactoryGood-22500
August 200467.6FairSatisfactorySatisfactoryVery Good-21350
August 200262.5FairGoodSatisfactoryVery Good-19650
March 200062.5FairGoodSatisfactoryVery Good-18055
August 199862.5FairGoodSatisfactoryVery Good-18055
February 199667.6FairGoodSatisfactoryVery Good-15480
July 199479.6FairGoodSatisfactoryVery Good-15150
February 199279.7FairGoodSatisfactoryVery Good-13630
May 199079.8GoodGoodGoodGood-12395