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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: November 2015 

Status:Posted for other load-capacity restriction [R]
Average daily traffic:20,500 [as of 2014]
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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
November 201537.4Structurally deficientFairPoorGood20500
August 201440.0Structurally deficientFairPoorGood20500
July 201340.0Structurally deficientFairPoorGood22050
September 201240.0Structurally deficientFairPoorGood21700
October 201140.0Structurally deficientFairPoorGood22700
August 201041.0Structurally deficientSatisfactoryPoorGood22700
August 200867.6Not deficientGoodSatisfactoryGood21450
August 200666.6Not deficientFairSatisfactoryGood22500
August 200467.6Not deficientSatisfactorySatisfactoryVery Good21350
August 200262.5Not deficientGoodSatisfactoryVery Good19650
March 200062.5Not deficientGoodSatisfactoryVery Good18055
August 199862.5Not deficientGoodSatisfactoryVery Good18055
February 199667.6Not deficientGoodSatisfactoryVery Good15480
July 199479.6Not deficientGoodSatisfactoryVery Good15150
February 199279.7Not deficientGoodSatisfactoryVery Good13630
May 199079.8Not deficientGoodGoodGood12395