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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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201597.7Not deficientGoodGoodVery Good13500
October 201396.7Not deficientGoodGoodVery Good13500
December 201198.7Not deficientGoodGoodVery Good13500
December 200997.7Not deficientGoodGoodVery Good13500
August 200797.7Not deficientGoodGoodVery Good13500
December 200297.7Not deficientGoodGoodVery Good13649
February 200097.7Not deficientGoodGoodVery Good13649
March 199797.7Not deficientVery GoodVery GoodVery Good13974
August 199498.7Not deficientVery GoodVery GoodVery Good16700
October 199134.6Structurally deficientFairFairSerious16726
March 199037.6Structurally deficientFairFairSerious16726