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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201565.8GoodVery GoodGoodGood-16200
November 201365.8GoodVery GoodGoodGood-16200
December 201165.8GoodVery GoodGoodGood-16200
December 200953.6FairVery GoodGoodFairFO16200
August 200754.6FairGoodGoodFairFO16200
December 200250.9FairGoodSatisfactoryFairFO14284
February 200063.0FairGoodSatisfactorySatisfactoryFO14284
March 199762.9FairSatisfactorySatisfactorySatisfactoryFO14452
January 199562.1GoodGoodGoodGood-14452
May 199349.2GoodGoodGoodGoodFO14452
May 199178.8GoodGoodGoodGoodFO12623