Share:

13TH ST(WB) over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.70833, -97.31833
37°42'30" N, 97°19'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:13TH ST(WB) over WICHITA DRAINAGE CANAL
Structure number:530400870WDC154
Location:13TH ST N 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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:8,250 [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: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:55.9 tons [50.8 metric tons]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201582.0Not deficientGoodGoodGood8250
October 201380.0Not deficientGoodGoodGood8250
December 201180.0Not deficientGoodGoodVery Good8250
December 200980.0Not deficientGoodGoodVery Good8250
August 200780.0Not deficientGoodGoodVery Good8250