FAS 3214 270 AVE over LANCE CK


+44.25800, -100.65649
44°15'29" N, 100°39'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 3214 270 AVE over LANCE CK
Structure number:000000059255358
Location:1 NE OF WENDTE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:78.1 ft. [23.8 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:County Highway Agency [02]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans 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:Fair
Status:Open, no restriction [A]
Average daily traffic:85 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:54.3 tons [49.4 metric tons]
Inventory rating:32.6 tons [29.6 metric tons]
Sufficiency rating:89.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201689.8FairFairSatisfactoryGood-85
August 201489.8FairFairSatisfactoryGood-85
August 201291.4FairFairSatisfactoryGood-85
August 201091.4FairFairSatisfactoryGood-85
May 200891.4FairFairSatisfactoryGood-85
June 200691.4FairFairSatisfactoryGood-85
July 200492.4FairSatisfactoryGoodGood-85
June 200292.4FairSatisfactoryGoodGood-85
May 200091.4FairFairGoodGood-85
August 199891.4FairFairGoodGood-85
October 199692.4FairSatisfactoryGoodSatisfactory-85
July 199484.8FairSatisfactoryGoodSatisfactory-85
July 199284.8FairSatisfactoryGoodSatisfactory-85
June 199084.8FairVery GoodGoodSatisfactory-85