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

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Structure Number: 810532,  Location: MISTY WATERS (Lat: 46.868361,  Lng: -100.871147),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 60 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MISTY WATERS BAY,  Facility Carried by Structure: MISTY WATERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 51.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: April 2021

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Structure Number: 3015205,  Location: 5 NORTH 13 EAST OF JUDSON (Lat: 46.907350,  Lng: -101.009900),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 50 (year 2038),  Features Intersected: CREEK,  Facility Carried by Structure: 35TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other

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Structure Number: MAN01,  Location: LAKEWOOD HARBOR MANDAN (Lat: 46.800000,  Lng: -100.833333),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WATER WAY,  Facility Carried by Structure: MCKENZIE DR.SE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.3 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: April 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MAN02,  Location: LAKEWOOD HARBOR MANDAN (Lat: 46.793333,  Lng: -100.835000),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WATER WAY,  Facility Carried by Structure: SOUTH BAY DR.SE
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.3 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: April 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MAN03,  Location: LAKEWOOD HARBOR MANDAN (Lat: 46.786667,  Lng: -100.833333),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WATER WAY,  Facility Carried by Structure: BAY SHORE BEND SE
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: April 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6066735,  Location: 1 SOUTH OF MANDAN (Lat: 46.815000,  Lng: -100.905000),  Route carried "on" structure: State highway 6,  Year Built: 1984,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 3,550 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,382 (year 2039),  Design Load: HS 20,  Features Intersected: HEART RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.377,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 6067352,  Location: 10TH AVE & MAIN ST MANDAN (Lat: 46.825000,  Lng: -100.903333),  Route carried "on" structure: State highway 6,  Year Built: 1990,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 6,800 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.369,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.8m (183.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 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,  Underclear: Somewhat better than minimum adequacy,  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: 94147183,  Location: JCT OF I-94 & ND 94 & 25 (Lat: 46.863242,  Lng: -101.008172),  Route carried "on" structure: State highway 25,  Year Built: 1964,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 1,850 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,280 (year 2039),  Design Load: HS 20,  Features Intersected: I-94/ND 94 & ND 25 INT,  Facility Carried by Structure: ND HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1462.245,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete 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: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.7 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,  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: 94152329 L,  Location: 5 EAST OF ND 25 (Lat: 46.845000,  Lng: -100.906667),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 6,350 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,350 (year 2039),  Design Load: HS 20,  Features Intersected: SUNSET DR/NW MANDAN INT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 245.097,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 94152329 R,  Location: 5 EAST OF ND 25 (Lat: 46.845000,  Lng: -100.906667),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 6,350 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,350 (year 2039),  Design Load: HS 20,  Features Intersected: SUNSET DR/NW MANDAN INT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 245.097,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 94153068 L,  Location: 6 EAST OF ND 25 (Lat: 46.841667,  Lng: -100.891667),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 6,350 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,350 (year 2039),  Design Load: HS 20,  Features Intersected: COLLINS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 246.286,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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: Somewhat better than minimum adequacy,  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: Low Slump Concrete

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Structure Number: 94153068 R,  Location: 6 EAST OF ND 25 (Lat: 46.841667,  Lng: -100.891667),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 6,350 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,350 (year 2039),  Design Load: HS 20,  Features Intersected: COLLINS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 246.286,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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: Somewhat better than minimum adequacy,  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: Low Slump Concrete

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Structure Number: 94153988 L,  Location: 5 WEST OF US 83 NORTH (Lat: 46.838333,  Lng: -100.873333),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 7,750 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,750 (year 2039),  Design Load: H 20,  Features Intersected: REFINERY ROAD INTERCHANG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 247.767,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: Low Slump Concrete

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Structure Number: 94153988 R,  Location: 5 WEST OF US 83 NORTH (Lat: 46.841667,  Lng: -100.873333),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 7,750 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,750 (year 2039),  Design Load: H 20,  Features Intersected: REFINERY ROAD INTERCHANG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 247.767,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: Low Slump Concrete

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Structure Number: 94154232 L,  Location: 5 WEST OF US 83 NORTH (Lat: 46.836667,  Lng: -100.868333),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 7,750 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,750 (year 2039),  Design Load: HS 20,  Features Intersected: BNRR AND MISSOURI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.159,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 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,  Underclear: 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: Low Slump Concrete

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Structure Number: 94154232 R,  Location: 5 WEST OF US 83 NORTH (Lat: 46.836667,  Lng: -100.868333),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 7,750 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,750 (year 2039),  Design Load: HS 20,  Features Intersected: BNRR AND MISSOURI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.159,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.0 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: Equal to 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 94155026 R,  Location: 4 WEST OF US 83 NORTH (Lat: 46.828333,  Lng: -100.858333),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 16,750 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,750 (year 2039),  Design Load: HS 20,  Features Intersected: WEST MIDWAY SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 249.437,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $262,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $393,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 94156069 R,  Location: 3 WEST OF US 83 NORTH (Lat: 46.820000,  Lng: -100.841667),  Route carried "on" structure: Interstate 194,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 9,100 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,743 (year 2039),  Design Load: HS 20,  Features Intersected: EAST MIDWAY INTERCHANGE,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 94910922,  Location: 5 WEST OF ND 6 (Lat: 46.841667,  Lng: -100.993333),  Route carried "on" structure: Business State highway 94,  Year Built: 1948,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,570 (year 2039),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1465.673,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 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 24 months,  Inspection Date: July 2021

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Structure Number: 94912032,  Location: 4 WEST OF ND 6 (Lat: 46.833583,  Lng: -100.973908),  Route carried "on" structure: Business State highway 94,  Year Built: 2011,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 1,475 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,570 (year 2039),  Design Load: HL 93,  Features Intersected: HEART RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1467.461,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: July 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: 94915101,  Location: 1 WEST OF ND 6 (Lat: 46.825000,  Lng: -100.910000),  Route carried "on" structure: Business State highway 94,  Year Built: 2007,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 3,260 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,492 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: HEART RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1472.398,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

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: 56.0 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: July 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: 94920395,  Location: 2 EAST OF MANDAN (Lat: 46.808447,  Lng: -100.828989),  Route carried "on" structure: Ramp Interstate 194,  Year Built: 1981,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 18,200 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,800 (year 2039),  Design Load: HS 20,  Features Intersected: BUSINESS LOOP 94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.725,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Equal to present minimum 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: 194001048 R,  Location: 1 SOUTHEAST JUNCT 194 (Lat: 46.808161,  Lng: -100.827694),  Route carried "on" structure: Spur Interstate 194,  Year Built: 1981,  Status: Open,  Structure Length: 14.78m (48.49ft),  Average Daily Traffic: 9,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,090 (year 2040),  Design Load: HS 20,  Features Intersected: BUSINESS 94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.686,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 88.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.2 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: Better than present minimum 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: 194001054 L,  Location: 1 SOUTHEAST OF JUNCT 194 (Lat: 46.808147,  Lng: -100.827419),  Route carried "on" structure: Spur Interstate 194,  Year Built: 1981,  Status: Open,  Structure Length: 14.78m (48.49ft),  Average Daily Traffic: 9,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,964 (year 2040),  Design Load: HS 20,  Features Intersected: BUSINESS 94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.696,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.2 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: 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: 810000493 L,  Location: MCKENZIE DRIVE INT. (Lat: 46.800000,  Lng: -100.826667),  Route carried "on" structure: State highway 810,  Year Built: 1984,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 6,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,640 (year 2039),  Design Load: HS 20,  Features Intersected: MCKENZIE DRIVE,  Facility Carried by Structure: BISMARCK EXPWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.793,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Equal to present minimum 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: 810000493 R,  Location: MCKENZIE DRIVE INT. (Lat: 46.800000,  Lng: -100.826667),  Route carried "on" structure: State highway 810,  Year Built: 1984,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 6,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,670 (year 2039),  Design Load: HS 20,  Features Intersected: MCKENZIE DRIVE,  Facility Carried by Structure: BISMARCK EXPWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.793,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  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: Equal to present minimum criteria,  Underclear: Better than present minimum 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: 1804087763,  Location: 5 WEST OF US 83 (Lat: 46.896375,  Lng: -100.862156),  Route carried "on" structure: State highway 1804,  Year Built: 1979,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 690 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 690 (year 2039),  Design Load: HS 20,  Features Intersected: BURNT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.211,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019

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Structure Number: 1806067137 N,  Location: 3 SOUTH OF I-94 (Lat: 46.789469,  Lng: -100.857031),  Route carried "on" structure: State lands road ,  Year Built: 1997,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,630 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,945 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CREEK,  Facility Carried by Structure: PARK APPROACH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.023,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: 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: 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: June 2020

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Structure Number: 1806069384,  Location: 1 SOUTH OF I-94 (Lat: 46.816667,  Lng: -100.880000),  Route carried "on" structure: State highway 1806,  Year Built: 1976,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 7,360 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,472 (year 2039),  Design Load: HS 20,  Features Intersected: HEART RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.639,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 94147183,  Location: JCT OF I-94 & ND 94 & 25 (Lat: 46.863242,  Lng: -101.008172),  Route carried "under" structure: Interstate 94,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 7,700 (year 2011),  Truck Traffic: 16%,  Features Intersected: I-94/ND 94 & ND 25 INT,  Facility Carried by Structure: ND HIGHWAY
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 236.868,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 94147183,  Location: JCT OF I-94 & ND 94 & 25 (Lat: 46.863242,  Lng: -101.008172),  Route carried "under" structure: Interstate 94,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 7,700 (year 2011),  Truck Traffic: 16%,  Features Intersected: I-94/ND 94 & ND 25 INT,  Facility Carried by Structure: ND HIGHWAY
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 236.868,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 94152329 L,  Location: 5 EAST OF ND 25 (Lat: 46.845000,  Lng: -100.906667),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: SUNSET DR/NW MANDAN INT.,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 94152329 R,  Location: 5 EAST OF ND 25 (Lat: 46.845000,  Lng: -100.906667),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: SUNSET DR/NW MANDAN INT.,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 94153068 L,  Location: 6 EAST OF ND 25 (Lat: 46.841667,  Lng: -100.891667),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,350 (year 2011),  Truck Traffic: 10%,  Features Intersected: COLLINS AVENUE,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 94153068 R,  Location: 6 EAST OF ND 25 (Lat: 46.841667,  Lng: -100.891667),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,350 (year 2011),  Truck Traffic: 10%,  Features Intersected: COLLINS AVENUE,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 4.35m (14.27ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 94153988 L,  Location: 5 WEST OF US 83 NORTH (Lat: 46.838333,  Lng: -100.873333),  Route carried "under" structure: State highway 1806,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 7,750 (year 2011),  Truck Traffic: 9%,  Features Intersected: REFINERY ROAD INTERCHANG,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 114.626,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 94153988 R,  Location: 5 WEST OF US 83 NORTH (Lat: 46.841667,  Lng: -100.873333),  Route carried "under" structure: State highway 1806,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 7,750 (year 2011),  Truck Traffic: 9%,  Features Intersected: REFINERY ROAD INTERCHANG,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 114.626,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 94154232 L,  Location: 5 WEST OF US 83 NORTH (Lat: 46.836667,  Lng: -100.868333),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 7,750 (year 2011),  Truck Traffic: 9%,  Features Intersected: BNRR AND MISSOURI ROAD,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 6.46m (21.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 94154232 R,  Location: 5 WEST OF US 83 NORTH (Lat: 46.836667,  Lng: -100.868333),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 7,750 (year 2011),  Truck Traffic: 9%,  Features Intersected: BNRR AND MISSOURI ROAD,  Facility Carried by Structure: INTERSTATE 94
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 94155026 R,  Location: 4 WEST OF US 83 NORTH (Lat: 46.828333,  Lng: -100.858333),  Route carried "under" structure: Interstate 94,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 16,750 (year 2011),  Truck Traffic: 6%,  Features Intersected: WEST MIDWAY SEPARATION
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 249.490,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 94156069 R,  Location: 3 WEST OF US 83 NORTH (Lat: 46.820000,  Lng: -100.841667),  Route carried "under" structure: Interstate 94,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2011),  Truck Traffic: 9%,  Features Intersected: EAST MIDWAY INTERCHANGE
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 251.169,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 94156069 R,  Location: 3 WEST OF US 83 NORTH (Lat: 46.820000,  Lng: -100.841667),  Route carried "under" structure: Interstate 94,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2011),  Truck Traffic: 9%,  Features Intersected: EAST MIDWAY INTERCHANGE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 251.169,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 94917168 B,  Location: EAST MANDAN TO 94 (Lat: 46.829197,  Lng: -100.868764),  Route carried "under" structure: Business Interstate 94,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 19,600 (year 2012),  Truck Traffic: 3%,  Features Intersected: BNRR-KILLDEER,  Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 1476.039,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 94917168 B,  Location: EAST MANDAN TO 94 (Lat: 46.829197,  Lng: -100.868764),  Route carried "under" structure: Business Interstate 94,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 19,600 (year 2012),  Truck Traffic: 3%,  Features Intersected: BNRR-KILLDEER,  Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 4.86m (15.94ft),  Kilometerpoint: 1476.039,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 94917953 B,  Location: EAST MANDAN THE STRIP (Lat: 46.828311,  Lng: -100.870994),  Route carried "under" structure: Business Interstate 94,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 5,810 (year 2009),  Truck Traffic: 5%,  Features Intersected: BNRR SEPARATION,  Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 1476.986,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 94917953 B,  Location: EAST MANDAN THE STRIP (Lat: 46.828311,  Lng: -100.870994),  Route carried "under" structure: Business Interstate 94,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 5,810 (year 2011),  Truck Traffic: 5%,  Features Intersected: BNRR SEPARATION,  Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1476.987,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 94917969 B,  Location: EAST MANDAN the STRIP (Lat: 46.828067,  Lng: -100.870828),  Route carried "under" structure: Business Interstate 94,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 5,820 (year 2009),  Truck Traffic: 5%,  Features Intersected: BNRR SEPARATION,  Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1477.328,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 94917969 B,  Location: EAST MANDAN the STRIP (Lat: 46.828067,  Lng: -100.870828),  Route carried "under" structure: Business Interstate 94,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 5,820 (year 2011),  Truck Traffic: 5%,  Features Intersected: BNRR SEPARATION,  Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 1477.328,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 94920395,  Location: 2 EAST OF MANDAN (Lat: 46.808447,  Lng: -100.828989),  Route carried "under" structure: Business Interstate 94,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 12,900 (year 2011),  Truck Traffic: 3%,  Features Intersected: BUSINESS LOOP 94
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 1481.232,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 194000355 B,  Location: SOUTH OF I-94 (Lat: 46.816667,  Lng: -100.836667),  Route carried "under" structure: Business Interstate 194,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 18,200 (year 2010),  Truck Traffic: 7%,  Features Intersected: BNRR SEPARATION,  Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.571,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 194000355 B,  Location: SOUTH OF I-94 (Lat: 46.816667,  Lng: -100.836667),  Route carried "under" structure: Business Interstate 194,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 18,200 (year 2010),  Truck Traffic: 7%,  Features Intersected: BNRR SEPARATION,  Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.571,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 194001048 R,  Location: 1 SOUTHEAST JUNCT 194 (Lat: 46.808161,  Lng: -100.827694),  Route carried "under" structure: Business Interstate 194,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 2013),  Truck Traffic: 27%,  Features Intersected: BUSINESS 94
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.687,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 194001048 R,  Location: 1 SOUTHEAST JUNCT 194 (Lat: 46.808161,  Lng: -100.827694),  Route carried "under" structure: Business Interstate 194,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 2011),  Truck Traffic: 27%,  Features Intersected: BUSINESS 94
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.687,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 194001054 L,  Location: 1 SOUTHEAST OF JUNCT 194 (Lat: 46.808147,  Lng: -100.827419),  Route carried "under" structure: Business Interstate 194,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 2011),  Truck Traffic: 27%,  Features Intersected: BUSINESS 94
Minimum Vertical Clearance: 6.16m (20.21ft),  Kilometerpoint: 1.696,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 194001054 L,  Location: 1 SOUTHEAST OF JUNCT 194 (Lat: 46.808147,  Lng: -100.827419),  Route carried "under" structure: Business Interstate 194,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 2013),  Truck Traffic: 27%,  Features Intersected: BUSINESS 94
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 1.696,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 810000493 L,  Location: MCKENZIE DRIVE INT. (Lat: 46.800000,  Lng: -100.826667),  Route carried "under" structure: ServiceCity street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2013),  Truck Traffic: 5%,  Features Intersected: MCKENZIE DRIVE,  Facility Carried by Structure: BISMARCK EXPWY
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)