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US 50 ML over CLAY CREEK

Map

Coordinates:
+38.09238, -102.53243
38°05'33" N, 102°31'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 50 ML over CLAY CREEK
Structure number:L-26-F
Location:4.7 MI EAST OF LAMAR
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:64.0 ft. [19.5 m]
Total length:305.8 ft. [93.2 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
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+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:2,700 [as of 2011]
Truck traffic:13% 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:80.9 tons [73.5 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:93.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201693.3GoodGoodGoodGood-2700
August 201493.3GoodGoodGoodGood-2700
August 201293.2FairSatisfactorySatisfactoryGood-3000
August 201093.2FairSatisfactorySatisfactoryGood-3000
September 200893.2FairSatisfactorySatisfactoryGood-3000
September 200693.2FairSatisfactorySatisfactoryGood-3000
September 200493.3FairSatisfactorySatisfactoryGood-2986
October 200292.2FairSatisfactorySatisfactoryGood-3102
October 200092.2GoodGoodGoodGood-3050
August 199892.2GoodGoodGoodGood-3050
July 199692.4GoodGoodGoodGood-2550
August 199492.4GoodGoodGoodGood-2400
July 199190.4GoodGoodGoodGood-2500