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IRR BIA RTE 29 over ONE MILE CREEK

Map

Coordinates:
+46.06833, -100.64880
46°04'06" N, 100°38'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IRR BIA RTE 29 over ONE MILE CREEK
Structure number:00000000000A066
Location:4 KM SOUTH OF FORT YATES
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:52.8 ft. [16.1 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:Bureau of Indian Affairs [62]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:401 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:41.9 tons [38.1 metric tons]
Inventory rating:26.8 tons [24.4 metric tons]
Sufficiency rating:63.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$55,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201563.9FairFairFairFair-401
July 201363.9FairFairFairFair-401
September 201163.8FairFairFairFair-401
April 201063.8FairFairFairFair-401
December 200763.8FairFairFairFair-401
October 200576.1FairSatisfactoryGoodGood-401
August 200376.0FairSatisfactoryGoodGood-572
July 200176.1FairSatisfactoryGoodGood-380
June 199879.0FairFairSatisfactorySatisfactory-600
July 199573.6FairFairSatisfactorySatisfactory-600
November 199363.6FairFairSatisfactoryFair-580