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SECOND STREET over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.68991, -97.31427
37°41'24" N, 97°18'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SECOND STREET over WICHITA DRAINAGE CANAL
Structure number:5304008700WDC90
Location:2ND 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:52.5 ft. [16.0 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Skew angle:19°
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:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,000 [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: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:57.9 tons [52.6 metric tons]
Sufficiency rating:81.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201581.7GoodGoodGoodGood-11000
November 201379.7GoodGoodGoodGood-11000
December 201179.7GoodGoodGoodVery Good-11000
December 200979.7GoodGoodGoodVery Good-11000
August 200779.7GoodGoodGoodVery Good-11000
December 200279.7GoodGoodGoodGood-11404
February 200079.7GoodVery GoodVery GoodGood-11404
March 199779.7GoodVery GoodVery GoodGood-10791
January 199582.0GoodVery GoodVery GoodVery Good-10713
May 199382.0GoodVery GoodVery GoodVery Good-10713
May 199182.1GoodVery GoodVery GoodVery Good-9167