Bridge Statistics for Bismarck, North Dakota (ND)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 810729,  Location: 6 NORTH 2 WEST BISMARCK (Lat: 46.915114,  Lng: -100.814236),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 60 (year 2039),  Design Load: H 20,  Features Intersected: BURNT CREEK,  Facility Carried by Structure: 15TH ST. NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 8108281,  Location: 2 WEST 6 NORTH BISMARCK (Lat: 46.925342,  Lng: -100.803072),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 40 (year 2019),  Average Future Daily Traffic: 60 (year 2039),  Design Load: H 20,  Features Intersected: BURNT CREEK,  Facility Carried by Structure: 110TH AVE. NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 811239,  Location: 3 SOUTH 3 EAST BISMARCK (Lat: 46.765664,  Lng: -100.722733),  Route carried "on" structure: City street 8197,  Year Built: 1914,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 2,900 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,770 (year 2039),  Design Load: H 15,  Features Intersected: APPLE CREEK,  Facility Carried by Structure: LINCOLN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $92,000

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Structure Number: 811337,  Location: 1 EAST OF YEGEN ROAD (Lat: 46.794561,  Lng: -100.716006),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 925 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 925 (year 2039),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 811338,  Location: 3 EAST OF BISMARCK (Lat: 46.792525,  Lng: -100.689200),  Route carried "on" structure: County highway 813,  Year Built: 1987,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 850 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,000 (year 2039),  Design Load: HS 20,  Features Intersected: APPLE CREEK,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 301612,  Location: 5 NORTH 4 EAST ST ANTHONY (Lat: 46.692625,  Lng: -100.825889),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 50 (year 2038),  Design Load: H 20,  Features Intersected: LITTLE HEART RIVER,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: BISM02,  Location: 1 EAST 1 NORTH BISMARCK (Lat: 46.852472,  Lng: -100.758244),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,225 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,900 (year 2039),  Design Load: H 20,  Features Intersected: HAY CREEK,  Facility Carried by Structure: 43RD AVENUE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: BISM03,  Location: ON EAST CENTURY AVENUE (Lat: 46.838167,  Lng: -100.752006),  Route carried "on" structure: City street 8123,  Year Built: 2007,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 6,600 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,200 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: HAY CREEK,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.587,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: BISM05,  Location: DENVER AVE. & S. 9TH ST. (Lat: 46.793333,  Lng: -100.778333),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,400 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,080 (year 2039),  Design Load: HS 20,  Features Intersected: STORM DRAIN,  Facility Carried by Structure: DENVER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: BISM06,  Location: WACHTER AVE & AIRPORT EXP (Lat: 46.790000,  Lng: -100.778333),  Route carried "on" structure: City street 8191,  Year Built: 1969,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,450 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,500 (year 2039),  Design Load: HS 20,  Features Intersected: STORM DRAIN,  Facility Carried by Structure: WACHTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: BISM07,  Location: SOUTH 3RD STREET (Lat: 46.781667,  Lng: -100.783333),  Route carried "on" structure: City street 8152,  Year Built: 1969,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,400 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,750 (year 2039),  Design Load: HS 20,  Features Intersected: STORM DRAIN,  Facility Carried by Structure: SOUTH 3RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.344,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: BISM08,  Location: SOUTH WASHINGTON STREET (Lat: 46.780325,  Lng: -100.794631),  Route carried "on" structure: City street 8142,  Year Built: 1969,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,900 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,490 (year 2039),  Design Load: HS 20,  Features Intersected: STORM DRAIN,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.174,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: BISM09,  Location: EAST ROSSER AVE-BISMARCK (Lat: 46.791667,  Lng: -100.731667),  Route carried "on" structure: City street 8155,  Year Built: 1981,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,450 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,830 (year 2039),  Design Load: HS 20,  Features Intersected: HAY CREEK,  Facility Carried by Structure: ROSSER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.390,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: BISM1,  Location: Shoreline Drive (Lat: 46.770000,  Lng: -100.826667),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 3.06m (10.04ft),  Average Daily Traffic: 2,010 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,030 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Outlet Channel,  Facility Carried by Structure: Langer Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: BISM11,  Location: NE BISMARCK (Lat: 46.851700,  Lng: -100.756700),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,225 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,900 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: HAY CREEK,  Facility Carried by Structure: DIVIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021

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Structure Number: 94156609,  Location: 3 WEST OF US 83 NORTH (Lat: 46.823333,  Lng: -100.828333),  Route carried "on" structure: Interstate 94,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 34.29m (112.50ft),  Average Daily Traffic: 24,125 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,605 (year 2039),  Design Load: HS 20,  Features Intersected: MISSOURI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.984,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 8.5m (27.9ft), Horizontal Clearance: 64.0m (210.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 71.0m (232.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 94157328,  Location: 2 WEST OF US 83 NORTH (Lat: 46.827625,  Lng: -100.816000),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 10,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: INTERSTATE 94,  Facility Carried by Structure: DIVIDE/TYLER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94158425 L,  Location: 1 WEST OF US 83 NORTH (Lat: 46.831667,  Lng: -100.793333),  Route carried "on" structure: Interstate 94,  Year Built: 1965,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 8,850 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,850 (year 2039),  Design Load: HS 20,  Features Intersected: WASHINGTON ST SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 254.906,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 94158425 R,  Location: 1 WEST OF US 83 NORTH (Lat: 46.831667,  Lng: -100.793333),  Route carried "on" structure: Interstate 94,  Year Built: 1965,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 8,850 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,850 (year 2040),  Design Load: HS 20,  Features Intersected: WASHINGTON ST SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 254.906,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 94158792 L,  Location: 1 WEST OF US 83 NORTH (Lat: 46.831667,  Lng: -100.785000),  Route carried "on" structure: Interstate 94,  Year Built: 1965,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 8,850 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,850 (year 2039),  Design Load: HS 20,  Features Intersected: 4TH STREET SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 255.496,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94158792 R,  Location: 1 WEST OF US 83 NORTH (Lat: 46.831667,  Lng: -100.785000),  Route carried "on" structure: Interstate 94,  Year Built: 1965,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 8,850 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,850 (year 2039),  Design Load: HS 20,  Features Intersected: 4TH STREET SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 255.496,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94159419,  Location: JUNCTION OF US 83N & I-94 (Lat: 46.831403,  Lng: -100.772967),  Route carried "on" structure: US 83,  Year Built: 1965,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 27,600 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,688 (year 2039),  Design Load: HS 20,  Features Intersected: I-94/STATE STREET INT,  Facility Carried by Structure: US HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.198,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 94159926,  Location: 1 EAST OF US 83 NORTH (Lat: 46.831481,  Lng: -100.762358),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 7,300 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,000 (year 2039),  Design Load: H 20,  Features Intersected: I-94/19TH STREET SEP,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 94160649 L,  Location: 1 EAST OF US 83 NORTH (Lat: 46.831667,  Lng: -100.746667),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 6,150 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,150 (year 2039),  Design Load: HS 20,  Features Intersected: CP RAILWAY & HAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94160649 R,  Location: 1 EAST OF US 83 NORTH (Lat: 46.831667,  Lng: -100.746667),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 6,150 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,150 (year 2039),  Design Load: HS 20,  Features Intersected: CP RAILWAY & HAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94161439,  Location: 2 EAST OF US 83 NORTH (Lat: 46.831375,  Lng: -100.730542),  Route carried "on" structure: State highway 94,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 11,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,300 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I-94/EAST BISMARCK INT,  Facility Carried by Structure: BIS EXPWY/CENT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1491.329,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94164527,  Location: 5 EAST OF US 83 NORTH (Lat: 46.838575,  Lng: -100.667456),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 50 (year 2039),  Design Load: H 15,  Features Intersected: GIBBS TWP SEPARATION,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.35m (24.11ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 96 months,  Inspection Date: January 2022,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $609,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 94920914,  Location: BETWEEN BISMARCK & MANDAN (Lat: 46.807944,  Lng: -100.819092),  Route carried "on" structure: Business Interstate 94,  Year Built: 2008,  Status: Open,  Structure Length: 72.21m (236.91ft),  Average Daily Traffic: 14,700 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,250 (year 2039),  Design Load: HS 20,  Features Intersected: MISSOURI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1481.751,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 82.2m (269.7ft)),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 8,  Length of Maximum Span: 86.9m (285.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94922121,  Location: WEST MAIN & WASHINGTON ST (Lat: 46.806667,  Lng: -100.793333),  Route carried "on" structure: Business Interstate 94,  Year Built: 1993,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 6,600 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,700 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1483.693,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94925122,  Location: EAST BISMARCK (Lat: 46.807444,  Lng: -100.733792),  Route carried "on" structure: Business Interstate 94,  Year Built: 1948,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,725 (year 2039),  Design Load: HS 20,  Features Intersected: HAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1488.521,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 810000846,  Location: 1.0 WEST OF WASHINGTON ST (Lat: 46.795000,  Lng: -100.818333),  Route carried "on" structure: State highway 810,  Year Built: 1985,  Status: Open,  Structure Length: 76.50m (250.98ft),  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,000 (year 2039),  Design Load: HS 20,  Features Intersected: MISSOURI RIVER,  Facility Carried by Structure: BISMARCK EXPWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.361,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 68.5m (224.7ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 83.8m (274.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 810004437,  Location: 3 S 1 W OF I-94 EXIT 161 (Lat: 46.796667,  Lng: -100.740000),  Route carried "on" structure: State highway 810,  Year Built: 1984,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,000 (year 2039),  Design Load: HS 20,  Features Intersected: BNRR SPUR TRACK REMOVED,  Facility Carried by Structure: BISMARCK EXPWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.139,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft)

Condition: Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 81000448,  Location: 2 S 1 W OF I-94 EXIT 161 (Lat: 46.798333,  Lng: -100.740000),  Route carried "on" structure: State highway 810,  Year Built: 1985,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,000 (year 2039),  Design Load: HS 20,  Features Intersected: BN & CP RAILWAY,  Facility Carried by Structure: BISMARCK EXPWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.208,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 810004926,  Location: 2 SOUTH OF EXIT 161 (Lat: 46.800606,  Lng: -100.733131),  Route carried "on" structure: State highway 810,  Year Built: 1984,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 6,900 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,900 (year 2039),  Design Load: HS 20,  Features Intersected: HAY CREEK,  Facility Carried by Structure: BISMARCK EXPWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.926,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021

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Structure Number: 1804073918,  Location: 5 SOUTH OF US 83 (Lat: 46.741667,  Lng: -100.753333),  Route carried "on" structure: State highway 1804,  Year Built: 1986,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,380 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,780 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: APPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.934,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1806059819,  Location: 10 SOUTH OF I-94 (Lat: 46.691044,  Lng: -100.804869),  Route carried "on" structure: State highway 1806,  Year Built: 1990,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,700 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 825 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: LITTLE HEART RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.249,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1806063209,  Location: 7 SOUTH OF I-94 (Lat: 46.748728,  Lng: -100.842653),  Route carried "on" structure: State highway 1806,  Year Built: 1996,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,950 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,050 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 1806064187,  Location: 6 SOUTH OF I-94 (Lat: 46.748728,  Lng: -100.842653),  Route carried "on" structure: State highway 1806,  Year Built: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,450 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,062 (year 2037),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.277,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: BISM01 B,  Location: WASHINGTON ST BISMARCK (Lat: 46.805000,  Lng: -100.793333),  Route carried "under" structure: City street 8142,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 2010),  Truck Traffic: 3%,  Features Intersected: BNSF MAINLINE UNDERPASS,  Facility Carried by Structure: BNSF
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 5.358,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 83900729 R B,  Location: 9TH ST-SOUTH OF MAIN-Bism (Lat: 46.804689,  Lng: -100.778589),  Route carried "under" structure: Business US 83,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 13,800 (year 2010),  Truck Traffic: 2%,  Features Intersected: 9TH STREET RR UNDERPASS,  Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 4.28m (14.04ft),  Kilometerpoint: 1449.583,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 83903335 L B,  Location: 7TH ST-SOUTH OF MAIN-Bism (Lat: 46.805000,  Lng: -100.780000),  Route carried "under" structure: Business US 83,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 13,800 (year 2010),  Truck Traffic: 2%,  Features Intersected: 7TH STREET RR UNDERPASS,  Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 1453.777,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 94157328,  Location: 2 WEST OF US 83 NORTH (Lat: 46.827625,  Lng: -100.816000),  Route carried "under" structure: Interstate 94,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 22,200 (year 2011),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 94,  Facility Carried by Structure: DIVIDE/TYLER PKWY
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 253.195,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 94157328,  Location: 2 WEST OF US 83 NORTH (Lat: 46.827625,  Lng: -100.816000),  Route carried "under" structure: Interstate 94,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 22,200 (year 2011),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 94,  Facility Carried by Structure: DIVIDE/TYLER PKWY
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 253.195,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 94158425 L,  Location: 1 WEST OF US 83 NORTH (Lat: 46.831667,  Lng: -100.793333),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,850 (year 2011),  Truck Traffic: 11%,  Features Intersected: WASHINGTON ST SEPARATION,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 94158425 R,  Location: 1 WEST OF US 83 NORTH (Lat: 46.831667,  Lng: -100.793333),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,850 (year 2011),  Truck Traffic: 11%,  Features Intersected: WASHINGTON ST SEPARATION,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 94158792 L,  Location: 1 WEST OF US 83 NORTH (Lat: 46.831667,  Lng: -100.785000),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,850 (year 2011),  Truck Traffic: 11%,  Features Intersected: 4TH STREET SEPARATION,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.6m (61.0ft)