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I235,K96,FRONT RD over LITTLE ARKANSAS RIV DRN

Map 

Coordinates:
+37.75634, -97.34700
37°45'23" N, 97°20'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I235,K96,FRONT RD over LITTLE ARKANSAS RIV DRN
Structure number:999923500871031
Location:0.58 MI E K96
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:7.9 ft. [2.4 m]
Total length:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1980
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:41,000 [as of 2014]
Truck traffic:11% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:38.0 tons [34.5 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:61.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$89,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201461.8Not deficient---41000
September 201261.5Not deficient---43400
August 201061.2Not deficient---45400
August 200861.6Not deficient---42900
August 200661.3Not deficient---45000
August 200461.6Not deficient---42700
August 200261.7Not deficient---39300
March 200062.2Not deficient---36110
August 199862.2Not deficient---36110
May 199656.4Not deficient---30960
July 199447.3Structurally deficient---30300
February 199247.8Structurally deficient---27260
May 199052.6Functionally obsolete---24790