Share:

US 50 ML over WILLOW CREEK

Map

Coordinates:
+38.09116, -102.57734
38°05'28" N, 102°34'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 50 ML over WILLOW CREEK
Structure number:L-26-M
Location:2.3 MI EAST OF LAMAR
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:23.0 ft. [7.0 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,700 [as of 2011]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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:45.9 tons [41.7 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:76.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201676.0FairSatisfactoryFairSatisfactory-2700
August 201476.0FairSatisfactoryFairSatisfactory-2700
August 201269.7FairSatisfactoryFairSatisfactory-3000
August 201069.7FairSatisfactoryFairSatisfactory-3000
September 200869.7FairSatisfactoryFairSatisfactory-3000
September 200669.7FairSatisfactoryFairSatisfactory-3000
September 200469.7FairSatisfactoryFairSatisfactory-2986
October 200266.7FairSatisfactoryFairSatisfactory-3102
October 200066.3FairSatisfactoryFairSatisfactory-3050
August 199877.4FairSatisfactorySatisfactorySatisfactory-3050
July 199683.7FairSatisfactorySatisfactorySatisfactory-2550
August 199484.6FairSatisfactorySatisfactorySatisfactory-2400
July 199184.6FairSatisfactorySatisfactorySatisfactory-2500