Share:

CENTRAL (EB) over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.69356, -97.31535
37°41'37" N, 97°18'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CENTRAL (EB) over WICHITA DRAINAGE CANAL
Structure number:430400876400060
Location:CENTRAL 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:51.2 ft. [15.6 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Skew angle:14°
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:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:9,000 [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: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:88.8 tons [80.7 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201582.0Not deficientGoodGoodVery Good9000
November 201380.0Not deficientGoodGoodGood9000
December 201180.0Not deficientGoodGoodVery Good9000
December 200997.2Not deficientGoodGoodVery Good9000
August 200797.2Not deficientGoodVery GoodVery Good9000
November 200296.1Not deficientGoodGoodGood20800
February 200096.1Not deficientGoodGoodGood20800
March 199796.1Not deficientGoodGoodGood19942
January 199598.2Not deficientVery GoodVery GoodGood23425
May 199395.3Not deficientVery GoodGoodGood20730
May 199195.3Not deficientVery GoodVery GoodVery Good20730