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FIRST STREET NORTH over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.68812, -97.31401
37°41'17" N, 97°18'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FIRST STREET NORTH over WICHITA DRAINAGE CANAL
Structure number:5304008700WDC80
Location:1ST 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:53.2 ft. [16.2 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Skew angle:13°
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:8,000 [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:Very Good [8 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:95.8 tons [87.1 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:82.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201582.1Not deficientGoodGoodVery Good8000
November 201380.1Not deficientGoodSatisfactoryVery Good8000
December 201180.1Not deficientGoodGoodVery Good8000
December 200980.1Not deficientGoodVery GoodVery Good8000
August 200780.1Not deficientGoodGoodVery Good8000
December 200280.1Not deficientGoodSatisfactoryVery Good7944
February 200080.1Not deficientGoodSatisfactoryVery Good7944
March 199779.6Not deficientVery GoodGoodVery Good11592
January 199581.9Not deficientVery GoodGoodVery Good12155
May 199381.9Not deficientVery GoodGoodVery Good11319
May 199178.0Not deficientVery GoodVery GoodVery Good11319