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54/400 HWY NL-SL over WICHITA FL CONTR CANAL

Map 

Coordinates:
+37.67314, -97.40356
37°40'23" N, 97°24'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:54/400 HWY NL-SL over WICHITA FL CONTR CANAL
Structure number:999905400871321
Location:0.20 MI E HOOVER RD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:100.1 ft. [30.5 m]
Total length:464.6 ft. [141.6 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1971
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:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:87,800 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:80.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,315,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201480.0Not deficientSatisfactorySatisfactoryVery Good87800
August 201280.0Not deficientSatisfactorySatisfactoryVery Good90400
August 201079.0Not deficientGoodSatisfactoryVery Good89500
August 200881.0Not deficientGoodGoodVery Good92400
August 200679.2Not deficientGoodGoodVery Good84500
January 200579.2Not deficientVery GoodGoodGood79100
August 200479.9Not deficientSatisfactoryGoodGood76500
August 200281.4Not deficientSatisfactoryGoodGood41700
April 200081.4Not deficientSatisfactoryGoodGood29025
November 199981.4Not deficientGoodGoodGood29025
August 199881.4Not deficientSatisfactoryGoodGood28180
May 199681.4Not deficientGoodGoodGood52010
August 199486.5Not deficientGoodGoodGood55070
May 199387.2Not deficientGoodGoodVery Good58690
February 199287.4Not deficientSatisfactoryGoodVery Good56220
May 199078.4Not deficientSatisfactoryGoodVery Good46550