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S.E. BLVD. N.B. over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.63906, -97.30713
37°38'21" N, 97°18'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S.E. BLVD. N.B. over WICHITA DRAINAGE CANAL
Structure number:430400876401010
Location:S.E. BLVD. AT CANAL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:44.9 ft. [13.7 m]
Total length:302.2 ft. [92.1 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:50°
Owner:City or Municipal Highway Agency [04]
Year built:1942
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:7
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:16,200 [as of 2006]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 assessed or calculated scour condition. [5]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:65.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201565.8Not deficientVery GoodGoodGood16200
November 201365.8Not deficientVery GoodGoodGood16200
December 201165.8Not deficientVery GoodGoodGood16200
December 200953.6Functionally obsoleteVery GoodGoodFair16200
August 200754.6Functionally obsoleteGoodGoodFair16200
December 200250.9Functionally obsoleteGoodSatisfactoryFair14284
February 200063.0Functionally obsoleteGoodSatisfactorySatisfactory14284
March 199762.9Functionally obsoleteSatisfactorySatisfactorySatisfactory14452
January 199562.1Not deficientGoodGoodGood14452
May 199349.2Functionally obsoleteGoodGoodGood14452
May 199178.8Functionally obsoleteGoodGoodGood12623