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VIKING DRIVE SW over SHEYENNE RIVER

Map

Coordinates:
+46.91680, -98.00962
46°55'00" N, 98°00'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:VIKING DRIVE SW over SHEYENNE RIVER
Structure number:0000VC04
Location:VIKING DRIVE SOUTHWEST
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:47.9 ft. [14.6 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:60°
Owner:County Highway Agency [02]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2014]
Truck traffic:3% of total traffic
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:73.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$165,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201673.8Good-GoodGood-1600
January 201473.8Good-GoodGood-1600
March 201273.8Good-GoodGood-1600
February 201073.8Good-GoodGood-1600
January 200873.8Good-GoodGood-1600
January 200673.8Good-GoodGood-1600
February 200473.8Good-GoodGood-1600
October 200173.8Good-GoodGood-1600
January 200073.8Good-GoodGood-1600
November 199773.8Good-GoodGood-1700
July 199674.4FairSatisfactoryGoodGood-1700
October 199374.4FairSatisfactoryGoodGood-1700
October 199274.4FairSatisfactoryGoodGood-1700
March 199079.0FairSatisfactoryGoodGood-1700