Share:

K-15 HWY SB over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.63880, -97.30711
37°38'20" N, 97°18'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:K-15 HWY SB over WICHITA DRAINAGE CANAL
Structure number:999901500871841
Location:1.16 MI. N. I-35(KTA)
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.9 ft. [13.7 m]
Total length:309.7 ft. [94.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1942
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:7
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:16,150 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:38.7 tons [35.2 metric tons]
Inventory rating:22.9 tons [20.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:49.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$278,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201449.5Functionally obsoleteGoodSatisfactoryFair16150
August 201259.9Functionally obsoleteGoodGoodSatisfactory16100
August 201060.0Functionally obsoleteGoodGoodSatisfactory15950
August 200863.1Functionally obsoleteGoodGoodSatisfactory18100
August 200663.7Functionally obsoleteGoodGoodSatisfactory16400
August 200463.6Functionally obsoleteGoodGoodSatisfactory16900
August 200258.2Functionally obsoleteGoodGoodSatisfactory17800
March 200058.7Functionally obsoleteGoodGoodSatisfactory16375
September 199858.7Functionally obsoleteGoodGoodSatisfactory16375
July 199757.1Functionally obsoleteGoodGoodSatisfactory15435
January 199659.7Functionally obsoleteVery GoodVery GoodSatisfactory12835
January 199541.3Structurally deficientVery GoodVery GoodSatisfactory12835
July 199438.9Structurally deficientVery GoodVery GoodSatisfactory17290
January 199333.6Structurally deficientVery GoodVery GoodSatisfactory17625
January 199235.2Structurally deficientVery GoodVery GoodSatisfactory14985
May 199029.1Structurally deficientVery GoodVery GoodSatisfactory15015