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US 50 ML over CHEYENNE CREEK

Map

Coordinates:
+38.04965, -102.04907
38°02'59" N, 102°02'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 50 ML over CHEYENNE CREEK
Structure number:L-28-E
Location:0.3 MI W. OF KANSAS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:124.3 ft. [37.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:18°
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 [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2011]
Truck traffic:25% 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: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:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:87.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201687.4GoodGoodGoodGood-1800
August 201487.4GoodGoodGoodGood-1800
August 201287.4GoodGoodGoodGood-1800
August 201084.4GoodGoodGoodGood-1800
September 200884.4GoodGoodGoodGood-1800
September 200684.4GoodGoodGoodGood-1800
September 200484.4GoodGoodGoodGood-1797
October 200284.4GoodGoodGoodGood-1798
October 200084.3GoodGoodGoodGood-1750
August 199884.3FairGoodSatisfactoryGood-1750
July 199684.4FairGoodSatisfactoryGood-1450
August 199481.4FairSatisfactorySatisfactoryGood-1450
July 199179.4FairSatisfactorySatisfactoryGood-1500