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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201582.0GoodGoodGoodVery Good-9000
November 201380.0GoodGoodGoodGood-9000
December 201180.0GoodGoodGoodVery Good-9000
December 200997.2GoodGoodGoodVery Good-9000
August 200797.2GoodGoodVery GoodVery Good-9000
November 200296.1GoodGoodGoodGood-20800
February 200096.1GoodGoodGoodGood-20800
March 199796.1GoodGoodGoodGood-19942
January 199598.2GoodVery GoodVery GoodGood-23425
May 199395.3GoodVery GoodGoodGood-20730
May 199195.3GoodVery GoodVery GoodVery Good-20730