FAS 3215 280 AVE over WILLOW CK


+44.31765, -100.41917
44°19'04" N, 100°25'09" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 3215 280 AVE over WILLOW CK
Structure number:000000059374317
Location:4 W JCT US 83
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:138.8 ft. [42.3 m]
Total length:141.1 ft. [43.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:210 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:92.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201692.8GoodGoodVery GoodGood-210
August 201492.8GoodGoodVery GoodGood-210
August 201293.3GoodGoodVery GoodGood-210
August 201093.3GoodGoodVery GoodGood-210
October 200893.3GoodExcellentExcellentExcellent-210
June 200626.5PoorPoorSatisfactorySeriousSD210
August 200434.3PoorPoorSatisfactoryPoorSD210
June 200248.3FairFairSatisfactoryFair-210
May 200049.3PoorPoorSatisfactoryFairSD210
August 199856.3PoorPoorSatisfactorySatisfactorySD210
October 199649.7PoorFairGoodPoorSD210
July 199482.5FairFairGoodSatisfactory-210
July 199287.6FairFairGoodSatisfactory-210
January 199288.6FairSatisfactoryGoodSatisfactory-210