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ND HIGHWAY 26 over LAKE ASHTABULA

Map

Coordinates:
+47.21381, -97.96298
47°12'50" N, 97°57'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ND HIGHWAY 26 over LAKE ASHTABULA
Structure number:0026012634
Location:9 WEST OF ND 32
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:92.9 ft. [28.3 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:State Highway Agency [01]
Year built:2013
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:Prestressed concrete [5]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:345 [as of 2013]
Truck traffic:16% of total traffic
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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:82.8 tons [75.3 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:99.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$323,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201699.0GoodExcellentExcellentExcellent-345
November 201399.0GoodExcellentExcellentExcellent-345
February 201343.6PoorFairPoorSeriousSD250
March 201243.6PoorFairPoorSeriousSD250
November 201043.6PoorFairPoorSeriousSD250
February 201043.6PoorFairPoorSeriousSD250
October 200777.5FairFairFairFair-250
January 200677.5FairFairFairSatisfactory-250
January 200477.5FairFairFairSatisfactory-250
October 200161.2PoorFairFairPoorSD250
December 199977.5FairFairSatisfactoryFair-250
November 199772.7FairFairSatisfactoryFair-300
February 199668.8FairFairSatisfactoryFair-270
October 199374.1FairFairSatisfactoryFair-220
March 199275.1FairSatisfactorySatisfactoryFair-214

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Stringerlinear ft.1,1501,150000
Deck
Reinforced Concrete Decksq. ft.7,9357,38055500
Substructure
Reinforced Concrete Pier Walllinear ft.6666000
Reinforced Concrete Abutmentlinear ft.6969000
Joints
Open Jointlinear ft.6969000
Bearings
Fixed Bearingeach2020000
Steel Protective Coatingsq. ft.100100000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.460460000
Steel Protective Coatingsq. ft.100100000