+44.30279, -100.48711
44°18'10" N, 100°29'14" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 3214 over DAN POWELL CK
Structure number:000000059339327
Location:8.5 W JCT US 83
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.7 ft. [11.8 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:County Highway Agency [02]
Year built:1936
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 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:210 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:45.5 tons [41.4 metric tons]
Inventory rating:27.3 tons [24.8 metric tons]
Sufficiency rating:52.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$130,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201652.7PoorSeriousSatisfactoryPoorSD210
August 201452.7PoorSeriousSatisfactoryPoorSD210
August 201276.3PoorPoorSatisfactoryFairSD210
August 201076.3PoorPoorSatisfactoryFairSD210
May 200876.3PoorPoorSatisfactoryFairSD210
June 200676.3PoorPoorSatisfactoryFairSD210
July 200460.3PoorPoorSatisfactoryPoorSD210
June 200289.3FairFairSatisfactorySatisfactory-210
May 200076.0PoorPoorSatisfactorySatisfactorySD210
August 199876.0PoorPoorSatisfactorySatisfactorySD210
October 199687.6FairSatisfactorySatisfactorySatisfactory-210
July 199486.9FairSatisfactorySatisfactorySatisfactory-210
July 199290.2FairSatisfactoryGoodGood-210
January 199290.2FairSatisfactoryGoodGood-210