Bridge Statistics for Williston, North Dakota (ND)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 361ft / 110mTotal length
- $1,174,000Total costs
- 125,189Total average daily traffic
- 23,499Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Williston
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41950-1959
- 31960-1969
- 11970-1979
- 41980-1989
- 132010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 41990-1999
- Bridge Condition - Deck
- 6.3%Very good
- 56.3%Good
- 31.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Superstructure
- 12.5%Excellent
- 18.8%Very good
- 43.8%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 12.5%Excellent
- 6.3%Very good
- 50.0%Good
- 18.8%Satisfactory
- 6.3%Fair
- 6.3%Serious
- Bridge Condition - Channel
- 18.2%Excellent
- 18.2%Very good
- 31.8%Good
- 18.2%Satisfactory
- 4.5%Fair
- 9.1%Poor
- Bridge Condition - Culverts
- 11.1%Excellent
- 22.2%Very good
- 55.6%Good
- 11.1%Fair
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Structure Number: 5311923, Location: 10 NORTH 1 WEST WILLISTON (Lat: 48.300250, Lng: -103.647692), Route carried "on" structure: County highway , Year Built: 1930, Status: Closed, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 24 (year 2019), Average Future Daily Traffic: 24 (year 2039), Features Intersected: COW CREEK, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Poor, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2019, Critical Feature Inspection Date: July 2019, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $16,000, Total Project Cost: $243,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 5311923, Location: 10 NORTH 1 WEST WILLISTON (Lat: 48.300250, Lng: -103.647692), Route carried "on" structure: County highway , Year Built: 1930, Status: Closed, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 24 (year 2019), Average Future Daily Traffic: 24 (year 2039), Features Intersected: COW CREEK, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Poor, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2019, Critical Feature Inspection Date: July 2019, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $16,000, Total Project Cost: $243,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 5311933, Location: WEST WILLISTON (Lat: 48.154231, Lng: -103.652067), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2037), Design Load: HS 25 or greater, Features Intersected: SAND CREEK, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $143,000, Roadway Improvement Cost: $14,000, Total Project Cost: $215,000
Structure Number: 5311933, Location: WEST WILLISTON (Lat: 48.154231, Lng: -103.652067), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2037), Design Load: HS 25 or greater, Features Intersected: SAND CREEK, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $143,000, Roadway Improvement Cost: $14,000, Total Project Cost: $215,000
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Structure Number: 5312128, Location: 4 NORTH WILLISTON (Lat: 48.237236, Lng: -103.604050), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2039), Features Intersected: CAMP CREEK, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $5,000, Total Project Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5312128, Location: 4 NORTH WILLISTON (Lat: 48.237236, Lng: -103.604050), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2039), Features Intersected: CAMP CREEK, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $5,000, Total Project Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 531223, Location: 2 NORTH 1 EAST WILLISTON (Lat: 48.197750, Lng: -103.603881), Route carried "on" structure: County highway 5328, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2039), Design Load: H 20, Features Intersected: LITTLE MUDDY RIVER, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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 minimum 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
Structure Number: 531223, Location: 2 NORTH 1 EAST WILLISTON (Lat: 48.197750, Lng: -103.603881), Route carried "on" structure: County highway 5328, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2039), Design Load: H 20, Features Intersected: LITTLE MUDDY RIVER, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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 minimum 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: 5312324, Location: 3 EAST 8 NORTH WILLISTON (Lat: 48.284575, Lng: -103.573597), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 310 (year 2039), Design Load: HL 93, Features Intersected: LITTLE MUDDY 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: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5312324, Location: 3 EAST 8 NORTH WILLISTON (Lat: 48.284575, Lng: -103.573597), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 310 (year 2039), Design Load: HL 93, Features Intersected: LITTLE MUDDY 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: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000, 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: WIL01, Location: 1ST AVE. WEST WILLISTON (Lat: 64.166700, Lng: -21.950000), Route carried "on" structure: Business City street , Year Built: 1981, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,400 (year 2039), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FIRST AVENUE WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WIL01, Location: 1ST AVE. WEST WILLISTON (Lat: 64.166700, Lng: -21.950000), Route carried "on" structure: Business City street , Year Built: 1981, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,400 (year 2039), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FIRST AVENUE WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WIL02, Location: 32 ND AVE. WEST WILLISTON (Lat: 48.141028, Lng: -103.669489), Route carried "on" structure: Business City street , Year Built: 2017, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 2,400 (year 2037), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 32nd AVENUE WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.2 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: 29.5 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, 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
Structure Number: WIL02, Location: 32 ND AVE. WEST WILLISTON (Lat: 48.141028, Lng: -103.669489), Route carried "on" structure: Business City street , Year Built: 2017, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 2,400 (year 2037), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 32nd AVENUE WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.2 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: 29.5 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, 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
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Structure Number: WIL03, Location: W FRONT STREET WILLISTON (Lat: 48.139767, Lng: -103.669233), Route carried "on" structure: Business City street , Year Built: 2017, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 2,400 (year 2037), Design Load: HS 25 or greater, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WEST FRONT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
Structure Number: WIL03, Location: W FRONT STREET WILLISTON (Lat: 48.139767, Lng: -103.669233), Route carried "on" structure: Business City street , Year Built: 2017, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 2,400 (year 2037), Design Load: HS 25 or greater, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WEST FRONT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal 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: WIL04, Location: W FRONT STREET WILLISTON (Lat: 48.139200, Lng: -103.668400), Route carried "on" structure: Business City street , Year Built: 2019, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 2,400 (year 2037), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: RIVERSIDE DRIVE W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
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 24 months, Inspection Date: July 2021
Structure Number: WIL04, Location: W FRONT STREET WILLISTON (Lat: 48.139200, Lng: -103.668400), Route carried "on" structure: Business City street , Year Built: 2019, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 2,400 (year 2037), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: RIVERSIDE DRIVE W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
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 24 months, Inspection Date: July 2021
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Structure Number: 2017403, Location: 2 EAST OF US 85 SOUTH (Lat: 48.142031, Lng: -103.669872), Route carried "on" structure: US 2, Year Built: 2017, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 21,780 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 25,350 (year 2039), Design Load: HL 93, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.007, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 90.7 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: 71.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 2017403, Location: 2 EAST OF US 85 SOUTH (Lat: 48.142031, Lng: -103.669872), Route carried "on" structure: US 2, Year Built: 2017, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 21,780 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 25,350 (year 2039), Design Load: HL 93, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.007, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 90.7 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: 71.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 2018346 L, Location: 4 EAST OF US 85 SOUTH (Lat: 48.147981, Lng: -103.652231), Route carried "on" structure: US 2, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 2,550 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 7,040 (year 2039), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.519, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 2018346 L, Location: 4 EAST OF US 85 SOUTH (Lat: 48.147981, Lng: -103.652231), Route carried "on" structure: US 2, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 2,550 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 7,040 (year 2039), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.519, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 2018351 R, Location: 4 EAST OF US 85 SOUTH (Lat: 48.147450, Lng: -103.651719), Route carried "on" structure: US 2, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 2,550 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 7,040 (year 2039), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.527, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2018351 R, Location: 4 EAST OF US 85 SOUTH (Lat: 48.147450, Lng: -103.651719), Route carried "on" structure: US 2, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 2,550 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 7,040 (year 2039), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.527, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2019458, Location: 5 EAST OF US 85 SOUTH (Lat: 48.161531, Lng: -103.642106), Route carried "on" structure: US 2, Year Built: 2014, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 22,230 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 26,500 (year 2039), Design Load: HL 93, Features Intersected: 18 th ST W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.315, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.4m (96.5ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.2m (92.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 29.4m (96.5ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.2 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: 37.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2019458, Location: 5 EAST OF US 85 SOUTH (Lat: 48.161531, Lng: -103.642106), Route carried "on" structure: US 2, Year Built: 2014, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 22,230 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 26,500 (year 2039), Design Load: HL 93, Features Intersected: 18 th ST W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.315, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.4m (96.5ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.2m (92.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 29.4m (96.5ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.2 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: 37.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 2020513, Location: 6 EAST OF US 85 SOUTH (Lat: 48.171667, Lng: -103.626667), Route carried "on" structure: US 2, Year Built: 1955, Year Reconstructed: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,520 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 15,000 (year 2037), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.005, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
Structure Number: 2020513, Location: 6 EAST OF US 85 SOUTH (Lat: 48.171667, Lng: -103.626667), Route carried "on" structure: US 2, Year Built: 1955, Year Reconstructed: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,520 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 15,000 (year 2037), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.005, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
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Structure Number: 2029275 L, Location: 3 SOUTH OF US 85 NORTH (Lat: 48.296678, Lng: -103.625892), Route carried "on" structure: US 2, Year Built: 1955, Year Reconstructed: 1995, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,365 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,500 (year 2039), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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
Structure Number: 2029275 L, Location: 3 SOUTH OF US 85 NORTH (Lat: 48.296678, Lng: -103.625892), Route carried "on" structure: US 2, Year Built: 1955, Year Reconstructed: 1995, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,365 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,500 (year 2039), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 2029275 R, Location: 3 SOUTH OF US 85 NORTH (Lat: 48.296672, Lng: -103.625544), Route carried "on" structure: US 2, Year Built: 1978, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,365 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,365 (year 2039), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), 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: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2029275 R, Location: 3 SOUTH OF US 85 NORTH (Lat: 48.296672, Lng: -103.625544), Route carried "on" structure: US 2, Year Built: 1978, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,365 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,365 (year 2039), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), 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: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 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: 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: 2900332, Location: WEST 2ND STREET WILLISTON (Lat: 48.145000, Lng: -103.653333), Route carried "on" structure: Business US 2, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,150 (year 2039), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1448.634, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 2900332, Location: WEST 2ND STREET WILLISTON (Lat: 48.145000, Lng: -103.653333), Route carried "on" structure: Business US 2, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,150 (year 2039), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1448.634, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 85179136, Location: 4 SOUTH OF US 2 (Lat: 48.081178, Lng: -103.687025), Route carried "on" structure: US 85, Year Built: 2016, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,545 (year 2019), Truck Traffic: 35%, Average Future Daily Traffic: 17,700 (year 2039), Design Load: HL 93, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.291, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 97.2 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: 91.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 85179136, Location: 4 SOUTH OF US 2 (Lat: 48.081178, Lng: -103.687025), Route carried "on" structure: US 85, Year Built: 2016, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,545 (year 2019), Truck Traffic: 35%, Average Future Daily Traffic: 17,700 (year 2039), Design Load: HL 93, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.291, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 97.2 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: 91.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 85180962, Location: 4 SOUTH OF US 2 (Lat: 48.081300, Lng: -103.687100), Route carried "on" structure: US 85, Year Built: 2017, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,545 (year 2019), Truck Traffic: 35%, Average Future Daily Traffic: 17,700 (year 2039), Design Load: HL 93, Features Intersected: WILDLIFE CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 291.230, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, 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: 25.6m (84.0ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 49.2 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: 31.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 85180962, Location: 4 SOUTH OF US 2 (Lat: 48.081300, Lng: -103.687100), Route carried "on" structure: US 85, Year Built: 2017, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,545 (year 2019), Truck Traffic: 35%, Average Future Daily Traffic: 17,700 (year 2039), Design Load: HL 93, Features Intersected: WILDLIFE CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 291.230, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, 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: 25.6m (84.0ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 49.2 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: 31.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 85181526, Location: 2 SOUTH OF US 2 (Lat: 48.108333, Lng: -103.715000), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 46.40m (152.23ft), Average Daily Traffic: 13,045 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 21,400 (year 2039), Design Load: HL 93, Features Intersected: MISSOURI RIVER-BNRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 292.075, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 68.6m (225.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 82.3m (270.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 35.3 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: 27.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal 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 2021, 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
Structure Number: 85181526, Location: 2 SOUTH OF US 2 (Lat: 48.108333, Lng: -103.715000), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 46.40m (152.23ft), Average Daily Traffic: 13,045 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 21,400 (year 2039), Design Load: HL 93, Features Intersected: MISSOURI RIVER-BNRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 292.075, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 68.6m (225.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 82.3m (270.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 35.3 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: 27.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal 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 2021, 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: 85195676, Location: 5 N 1 W OF WILLISTON (Lat: 48.241625, Lng: -103.647286), Route carried "on" structure: US 85, Year Built: 2012, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,440 (year 2017), Truck Traffic: 33%, Average Future Daily Traffic: 10,355 (year 2037), Design Load: HL 93, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 314.910, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 51.8 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: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
Structure Number: 85195676, Location: 5 N 1 W OF WILLISTON (Lat: 48.241625, Lng: -103.647286), Route carried "on" structure: US 85, Year Built: 2012, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,440 (year 2017), Truck Traffic: 33%, Average Future Daily Traffic: 10,355 (year 2037), Design Load: HL 93, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 314.910, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 51.8 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: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
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Structure Number: 85918209, Location: 2 EAST 5 NORTH WILLISTON (Lat: 48.241197, Lng: -103.583997), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 430 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 430 (year 2040), Features Intersected: LITTLE MUDDY RIVER, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 96 months, Inspection Date: October 2020, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $9,000, Total Project Cost: $132,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85918209, Location: 2 EAST 5 NORTH WILLISTON (Lat: 48.241197, Lng: -103.583997), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 430 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 430 (year 2040), Features Intersected: LITTLE MUDDY RIVER, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 96 months, Inspection Date: October 2020, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $9,000, Total Project Cost: $132,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1804315573, Location: 3 EAST OF US 2 (Lat: 48.146667, Lng: -103.568333), Route carried "on" structure: State highway 1804, Year Built: 2017, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 507.866, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Excellent, Culverts: Excellent, 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: Superior 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: November 2019
Structure Number: 1804315573, Location: 3 EAST OF US 2 (Lat: 48.146667, Lng: -103.568333), Route carried "on" structure: State highway 1804, Year Built: 2017, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 507.866, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Excellent, Culverts: Excellent, 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: Superior 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: November 2019
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Structure Number: 180431595, Location: 3 EAST OF US 2 (Lat: 48.150000, Lng: -103.571667), Route carried "on" structure: State highway 1804, Year Built: 1987, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,500 (year 2039), Design Load: HS 20, Features Intersected: B N RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 508.364, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 180431595, Location: 3 EAST OF US 2 (Lat: 48.150000, Lng: -103.571667), Route carried "on" structure: State highway 1804, Year Built: 1987, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,500 (year 2039), Design Load: HS 20, Features Intersected: B N RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 508.364, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 1804316923, Location: 2 EAST OF US 2 (Lat: 48.147100, Lng: -103.595869), Route carried "on" structure: State highway 1804, Year Built: 1981, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,860 (year 2039), Design Load: HS 20, Features Intersected: LITTLE MUDDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.929, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $16,000, Total Project Cost: $243,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1804316923, Location: 2 EAST OF US 2 (Lat: 48.147100, Lng: -103.595869), Route carried "on" structure: State highway 1804, Year Built: 1981, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,860 (year 2039), Design Load: HS 20, Features Intersected: LITTLE MUDDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 509.929, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $16,000, Total Project Cost: $243,000, 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: 2019458, Location: 5 EAST OF US 85 SOUTH (Lat: 48.161531, Lng: -103.642106), Route carried "under" structure: City street , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 7,360 (year 2015), Truck Traffic: 2%, Features Intersected: 18 th ST W, Facility Carried by Structure: US HIGHWAY 2
Minimum Vertical Clearance: 5.47m (17.95ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.2m (92.5ft)
Structure Number: 2019458, Location: 5 EAST OF US 85 SOUTH (Lat: 48.161531, Lng: -103.642106), Route carried "under" structure: City street , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 7,360 (year 2015), Truck Traffic: 2%, Features Intersected: 18 th ST W, Facility Carried by Structure: US HIGHWAY 2
Minimum Vertical Clearance: 5.47m (17.95ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.2m (92.5ft)