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SECOND STREET over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.68991, -97.31427
37°41'24" N, 97°18'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SECOND STREET over WICHITA DRAINAGE CANAL
Structure number:5304008700WDC90
Location:2ND ST AT I-135
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:47.9 ft. [14.6 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Skew angle:19°
Owner:City or Municipal Highway Agency [04]
Year built:1972
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:11,000 [as of 2006]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
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:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:81.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201581.7Not deficientGoodGoodGood11000
November 201379.7Not deficientGoodGoodGood11000
December 201179.7Not deficientGoodGoodVery Good11000
December 200979.7Not deficientGoodGoodVery Good11000
August 200779.7Not deficientGoodGoodVery Good11000
December 200279.7Not deficientGoodGoodGood11404
February 200079.7Not deficientVery GoodVery GoodGood11404
March 199779.7Not deficientVery GoodVery GoodGood10791
January 199582.0Not deficientVery GoodVery GoodVery Good10713
May 199382.0Not deficientVery GoodVery GoodVery Good10713
May 199182.1Not deficientVery GoodVery GoodVery Good9167