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NINTH STREET over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.70052, -97.31762
37°42'02" N, 97°19'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NINTH STREET over WICHITA DRAINAGE CANAL
Structure number:530400870WDC110
Location:9TH ST 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:60.0 ft. [18.3 m]
Deck width edge-to-edge:68.6 ft. [20.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:8,500 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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: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:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:98.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201598.2Not deficientGoodGoodGood8500
November 201396.2Not deficientGoodGoodGood8500
December 201196.2Not deficientGoodGoodGood8500
December 200996.2Not deficientGoodGoodGood8500
August 200798.2Not deficientGoodGoodGood8500
November 200296.2Not deficientGoodGoodGood8971
February 200096.1Not deficientVery GoodGoodVery Good8971
March 199795.9Not deficientGoodGoodVery Good11292
January 199597.2Not deficientVery GoodVery GoodVery Good10743
May 199397.2Not deficientVery GoodVery GoodVery Good10743
May 199199.4Not deficientVery GoodVery GoodVery Good7698