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K42 HWY WB over WICHITA FL CONTR CANAL

Map 

Coordinates:
+37.64388, -97.40425
37°38'38" N, 97°24'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:K42 HWY WB over WICHITA FL CONTR CANAL
Structure number:999904200874601
Location:0.31 MI SW I235
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:72.2 ft. [22.0 m]
Total length:645.4 ft. [196.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1998
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:9
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:9,300 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Inventory rating:65.9 tons [59.9 metric tons]
Sufficiency rating:99.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$890,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201499.1Not deficientSatisfactoryVery GoodVery Good9300
August 201299.2Not deficientSatisfactoryVery GoodVery Good8350
August 201099.2Not deficientSatisfactoryVery GoodVery Good8250
August 200899.0Not deficientGoodVery GoodVery Good10900
August 200699.0Not deficientGoodVery GoodVery Good10250
August 200499.0Not deficientGoodVery GoodVery Good10750
August 200299.0Not deficientGoodVery GoodVery Good11250
March 200099.0Not deficientVery GoodVery GoodVery Good10390
November 199999.0Not deficientGoodVery GoodVery Good10390
January 199896.0Not deficientExcellentExcellentExcellent10670