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NB K15 TO I135 RMP over GYPSUM CREEK

Map 

Coordinates:
+37.63986, -97.30676
37°38'23" N, 97°18'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB K15 TO I135 RMP over GYPSUM CREEK
Structure number:999913500870111
Location:1.18 MI. N. I-35(KTA)
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.0 ft. [18.3 m]
Total length:151.3 ft. [46.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1966
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:Low slump Concrete [4]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,600 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:84.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$188,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201684.7FairGoodFairGood-30600
August 201484.7FairGoodFairGood-30600
August 201296.1GoodGoodGoodGood-30600
August 201096.1GoodGoodGoodGood-30600
August 200896.1GoodGoodGoodGood-30600
August 200696.1FairGoodGoodSatisfactory-30250
August 200496.1FairGoodGoodSatisfactory-30800
August 200296.7FairGoodGoodSatisfactory-3720
March 200096.6FairGoodGoodSatisfactory-3720
September 199896.6FairGoodGoodSatisfactory-3720
January 199695.6GoodGoodGoodVery Good-3720
July 199496.7GoodGoodGoodVery Good-3720
January 199296.7GoodVery GoodVery GoodVery Good-3720
December 199095.1GoodVery GoodVery GoodVery Good-3720