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17TH STREET NORTH over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.71536, -97.32205
37°42'55" N, 97°19'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:17TH STREET NORTH over WICHITA DRAINAGE CANAL
Structure number:530400870WDC170
Location:17TH 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:122.1 ft. [37.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed: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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:4,000 [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:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
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:99.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201599.4Not deficientGoodGoodGood4000
October 201399.4Not deficientGoodGoodGood4000
December 201199.4Not deficientSatisfactoryGoodVery Good4000
December 200999.4Not deficientGoodGoodVery Good4000
August 200799.4Not deficientGoodGoodVery Good4000
November 200281.6Functionally obsoleteGoodVery GoodVery Good3899
February 200081.6Not deficientGoodVery GoodVery Good3899
March 199780.3Not deficientVery GoodVery GoodVery Good3861
May 199580.0Not deficientVery GoodVery GoodVery Good4951
May 199355.1Functionally obsoleteFairFairVery Good4951
November 199133.9Structurally deficientFairFairVery Good4572
December 198939.3Structurally deficientFairFairVery Good4572