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DOUGLAS AVENUE over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.68618, -97.31299
37°41'10" N, 97°18'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DOUGLAS AVENUE over WICHITA DRAINAGE CANAL
Structure number:5304008700WDC70
Location:DOUGLAS AT I -135
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1994
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:3
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:13,500 [as of 2006]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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: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:90.9 tons [82.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201597.7GoodGoodGoodVery Good-13500
October 201396.7GoodGoodGoodVery Good-13500
December 201198.7GoodGoodGoodVery Good-13500
December 200997.7GoodGoodGoodVery Good-13500
August 200797.7GoodGoodGoodVery Good-13500
December 200297.7GoodGoodGoodVery Good-13649
February 200097.7GoodGoodGoodVery Good-13649
March 199797.7GoodVery GoodVery GoodVery Good-13974
August 199498.7GoodVery GoodVery GoodVery Good-16700
October 199134.6PoorFairFairSeriousSD16726
March 199037.6PoorFairFairSeriousSD16726