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FAS 2335 over STREAM

Map

Coordinates:
+42.82240, -98.45115
42°49'21" N, 98°27'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 2335 over STREAM
Structure number:C000808305
Location:SJCT US281/N12 2.1S 10.3E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:69.9 ft. [21.3 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:2016
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:165 [as of 2011]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:51.3 tons [46.6 metric tons]
Inventory rating:39.5 tons [35.9 metric tons]
Sufficiency rating:91.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201691.5GoodExcellentExcellentExcellent-165
September 201437.6FairSatisfactorySatisfactoryFairSD165
September 201234.3FairSatisfactorySatisfactoryFairSD165
September 201034.3FairSatisfactorySatisfactoryFairSD125
July 200834.3FairSatisfactorySatisfactoryFairSD120
September 200658.9FairGoodSatisfactoryFair-120
August 200458.9FairGoodSatisfactoryFair-140
November 200258.9FairGoodSatisfactoryFair-140
December 200158.8FairGoodSatisfactoryFair-175
September 199958.8FairGoodSatisfactoryFair-175
September 199758.9FairGoodSatisfactoryFair-115
November 199559.1FairGoodSatisfactoryFair-145
August 199459.1FairGoodSatisfactoryFair-145
November 199259.1FairGoodSatisfactoryFair-115
July 199059.1FairGoodSatisfactoryFair-115