Bridge Statistics for Casselton, North Dakota (ND)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 125ft / 38.0mTotal length
- $464,000Total costs
- 95,325Total average daily traffic
- 14,698Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Casselton
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 31930-1939
- 61950-1959
- 111960-1969
- 11970-1979
- 11980-1989
- 22000-2009
- 22010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 21990-1999
- Bridge Condition - Deck
- 12.5%Very good
- 12.5%Good
- 62.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 12.5%Good
- 37.5%Satisfactory
- 37.5%Fair
- 12.5%Poor
- Bridge Condition - Channel
- 11.8%Excellent
- 17.6%Very good
- 17.6%Good
- 17.6%Satisfactory
- 29.4%Fair
- 5.9%Poor
- Bridge Condition - Culverts
- 41.7%Very good
- 8.3%Good
- 41.7%Satisfactory
- 8.3%Fair
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Structure Number: 912126, Location: 2 WEST 1 SOUTH CASSELTON (Lat: 46.872956, Lng: -97.263597), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 60 (year 2039), Features Intersected: CREEK, 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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 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
Structure Number: 912126, Location: 2 WEST 1 SOUTH CASSELTON (Lat: 46.872956, Lng: -97.263597), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 60 (year 2039), Features Intersected: CREEK, 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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 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
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Structure Number: 912222, Location: 2 WEST 1 NORTH CASSELTON (Lat: 46.919608, Lng: -97.258389), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Design Load: H 15, Features Intersected: SWAN CREEK, 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: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 912222, Location: 2 WEST 1 NORTH CASSELTON (Lat: 46.919608, Lng: -97.258389), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Design Load: H 15, Features Intersected: SWAN CREEK, 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: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 912223, Location: 1 WEST OF CASSELTON (Lat: 46.906544, Lng: -97.242308), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Design Load: HS 25 or greater, Features Intersected: SWAN CREEK, 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: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very 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: May 2021
Structure Number: 912223, Location: 1 WEST OF CASSELTON (Lat: 46.906544, Lng: -97.242308), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Design Load: HS 25 or greater, Features Intersected: SWAN CREEK, 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: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very 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: May 2021
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Structure Number: 912323, Location: 1 WEST CASSELTON (Lat: 46.905214, Lng: -97.231914), Route carried "on" structure: County highway 930, Year Built: 2015, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 525 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 525 (year 2038), Design Load: HS 25 or greater, Features Intersected: SWAN CREEK, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.559, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $3,000, Total Project Cost: $39,000
Structure Number: 912323, Location: 1 WEST CASSELTON (Lat: 46.905214, Lng: -97.231914), Route carried "on" structure: County highway 930, Year Built: 2015, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 525 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 525 (year 2038), Design Load: HS 25 or greater, Features Intersected: SWAN CREEK, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.559, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $3,000, Total Project Cost: $39,000
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Structure Number: 912326, Location: 1 WEST 1 SOUTH CASSELTON (Lat: 46.867800, Lng: -97.222133), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: CREEK, 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 912326, Location: 1 WEST 1 SOUTH CASSELTON (Lat: 46.867800, Lng: -97.222133), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: CREEK, 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 9124231, Location: CITY OF CASSELTON (Lat: 46.905225, Lng: -97.201903), Route carried "on" structure: City street 930, Year Built: 2001, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 675 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2037), Design Load: HS 25 or greater, Features Intersected: FIELD DRAIN, Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.972, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 37.3 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: 28.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 9124231, Location: CITY OF CASSELTON (Lat: 46.905225, Lng: -97.201903), Route carried "on" structure: City street 930, Year Built: 2001, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 675 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2037), Design Load: HS 25 or greater, Features Intersected: FIELD DRAIN, Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.972, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 37.3 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: 28.8 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, Waterway Adequacy: Better than present minimum 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: 912525, Location: 2 EAST 1 SOUTH CASSELTON (Lat: 46.889025, Lng: -97.179475), Route carried "on" structure: County highway , Year Built: 1955, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Design Load: H 20, Features Intersected: SWAN CREEK, 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), 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: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $15,000, Total Project Cost: $218,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 912525, Location: 2 EAST 1 SOUTH CASSELTON (Lat: 46.889025, Lng: -97.179475), Route carried "on" structure: County highway , Year Built: 1955, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Design Load: H 20, Features Intersected: SWAN CREEK, 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), 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: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $15,000, Total Project Cost: $218,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 9125303, Location: 1 WEST 1 NORTH OF DURBIN (Lat: 46.818089, Lng: -97.179319), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 20 (year 2040), Design Load: HL 93, Features Intersected: CREEK, 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 59.0 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: 45.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 9125303, Location: 1 WEST 1 NORTH OF DURBIN (Lat: 46.818089, Lng: -97.179319), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 20 (year 2040), Design Load: HL 93, Features Intersected: CREEK, 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 59.0 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: 45.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 912625, Location: 6 NORTH OF DURBIN (Lat: 46.887733, Lng: -97.158583), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Features Intersected: SWAN CREEK, 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: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $3,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 912625, Location: 6 NORTH OF DURBIN (Lat: 46.887733, Lng: -97.158583), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2039), Features Intersected: SWAN CREEK, 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: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $3,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 9126273, Location: 4 NORTH OF DURBIN (Lat: 46.850567, Lng: -97.158642), Route carried "on" structure: County highway 933, Year Built: 2021, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 155 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 180 (year 2040), Design Load: HL 93, Features Intersected: CREEK, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.367, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 47.6 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: 36.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 9126273, Location: 4 NORTH OF DURBIN (Lat: 46.850567, Lng: -97.158642), Route carried "on" structure: County highway 933, Year Built: 2021, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 155 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 180 (year 2040), Design Load: HL 93, Features Intersected: CREEK, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.367, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 47.6 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: 36.9 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, Waterway Adequacy: Better than present minimum 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: 10005078, Location: 2 EAST OF ND 18 (Lat: 46.876125, Lng: -97.164447), Route carried "on" structure: State highway 10, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 180 (year 2039), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.171, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 10005078, Location: 2 EAST OF ND 18 (Lat: 46.876125, Lng: -97.164447), Route carried "on" structure: State highway 10, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 180 (year 2039), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.171, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 10005326 N, Location: 3 EAST OF ND 18 (Lat: 46.875108, Lng: -97.158733), Route carried "on" structure: State highway 10, Year Built: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 10 (year 2039), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.570, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 10005326 N, Location: 3 EAST OF ND 18 (Lat: 46.875108, Lng: -97.158733), Route carried "on" structure: State highway 10, Year Built: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 10 (year 2039), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.570, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 10005718, Location: 3 EAST OF ND 18 (Lat: 46.876108, Lng: -97.151211), Route carried "on" structure: State highway 10, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 220 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 189 (year 2039), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.200, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 10005718, Location: 3 EAST OF ND 18 (Lat: 46.876108, Lng: -97.151211), Route carried "on" structure: State highway 10, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 220 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 189 (year 2039), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.200, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 10006469, Location: 4 EAST OF ND 18 (Lat: 46.876094, Lng: -97.135353), Route carried "on" structure: State highway 10, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 189 (year 2039), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.409, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 10006469, Location: 4 EAST OF ND 18 (Lat: 46.876094, Lng: -97.135353), Route carried "on" structure: State highway 10, Year Built: 1931, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 189 (year 2039), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.409, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 18069745, Location: 4 SOUTH OF I-94 (Lat: 46.823419, Lng: -97.221433), Route carried "on" structure: State highway 18, Year Built: 2002, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,565 (year 2039), Design Load: HS 25 or greater, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.220, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), 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: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
Structure Number: 18069745, Location: 4 SOUTH OF I-94 (Lat: 46.823419, Lng: -97.221433), Route carried "on" structure: State highway 18, Year Built: 2002, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,565 (year 2039), Design Load: HS 25 or greater, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.220, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), 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: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
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Structure Number: 18072952, Location: 1 SOUTH OF I-94 (Lat: 46.867378, Lng: -97.210758), Route carried "on" structure: State highway 18, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,130 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,255 (year 2039), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.380, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 18072952, Location: 1 SOUTH OF I-94 (Lat: 46.867378, Lng: -97.210758), Route carried "on" structure: State highway 18, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,130 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,255 (year 2039), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.380, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 18074581, Location: CASSELTON (Lat: 46.898300, Lng: -97.211700), Route carried "on" structure: State highway 18, Year Built: 1972, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,010 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,539 (year 2039), Design Load: HS 20, Features Intersected: SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.001, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 18074581, Location: CASSELTON (Lat: 46.898300, Lng: -97.211700), Route carried "on" structure: State highway 18, Year Built: 1972, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,010 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,539 (year 2039), Design Load: HS 20, Features Intersected: SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.001, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 9432871, Location: 3 WEST OF ND 18 (Lat: 46.876667, Lng: -97.263333), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1999, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 75 (year 2039), Design Load: HS 20, Features Intersected: I-94/LYNCHBURG INT, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9432871, Location: 3 WEST OF ND 18 (Lat: 46.876667, Lng: -97.263333), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1999, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 75 (year 2039), Design Load: HS 20, Features Intersected: I-94/LYNCHBURG INT, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 94331226, Location: JUNCTION OF ND 18 (Lat: 46.873333, Lng: -97.210000), Route carried "on" structure: State highway 18, Year Built: 1960, Year Reconstructed: 1988, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,650 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,255 (year 2039), Design Load: HS 20, Features Intersected: I-94/CASSELTON INT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.112, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 81.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $11,000, Total Project Cost: $168,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94331226, Location: JUNCTION OF ND 18 (Lat: 46.873333, Lng: -97.210000), Route carried "on" structure: State highway 18, Year Built: 1960, Year Reconstructed: 1988, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,650 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,255 (year 2039), Design Load: HS 20, Features Intersected: I-94/CASSELTON INT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.112, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 81.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $11,000, Total Project Cost: $168,000, 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: 94333715, Location: 3 EAST OF ND 18 (Lat: 46.876686, Lng: -97.158742), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1998, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2039), Design Load: HS 20, Features Intersected: I-94/DURBIN SEPARATION, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 94333715, Location: 3 EAST OF ND 18 (Lat: 46.876686, Lng: -97.158742), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1998, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2039), Design Load: HS 20, Features Intersected: I-94/DURBIN SEPARATION, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10002021 B, Location: 1 WEST OF ND 18 (Lat: 46.876667, Lng: -97.221667), Route carried "under" structure: State highway 10, Year Built: 1919, Structure Length: 0. m, Average Daily Traffic: 130 (year 2010), Truck Traffic: 15%, Features Intersected: ND 10, Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 4.18m (13.71ft), Kilometerpoint: 3.252, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 10002021 B, Location: 1 WEST OF ND 18 (Lat: 46.876667, Lng: -97.221667), Route carried "under" structure: State highway 10, Year Built: 1919, Structure Length: 0. m, Average Daily Traffic: 130 (year 2010), Truck Traffic: 15%, Features Intersected: ND 10, Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 4.18m (13.71ft), Kilometerpoint: 3.252, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.0m (45.9ft)
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Structure Number: 9432871, Location: 3 WEST OF ND 18 (Lat: 46.876667, Lng: -97.263333), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2011), Truck Traffic: 18%, Features Intersected: I-94/LYNCHBURG INT, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 529.007, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 9432871, Location: 3 WEST OF ND 18 (Lat: 46.876667, Lng: -97.263333), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2011), Truck Traffic: 18%, Features Intersected: I-94/LYNCHBURG INT, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 529.007, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 9432871, Location: 3 WEST OF ND 18 (Lat: 46.876667, Lng: -97.263333), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2011), Truck Traffic: 18%, Features Intersected: I-94/LYNCHBURG INT, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 529.007, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 9432871, Location: 3 WEST OF ND 18 (Lat: 46.876667, Lng: -97.263333), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2011), Truck Traffic: 18%, Features Intersected: I-94/LYNCHBURG INT, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 529.007, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 94330709 B, Location: 1 WEST OF ND 18 (Lat: 46.873333, Lng: -97.221667), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2011), Truck Traffic: 18%, Features Intersected: INTERSTATE 94, Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 532.225, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 94330709 B, Location: 1 WEST OF ND 18 (Lat: 46.873333, Lng: -97.221667), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2011), Truck Traffic: 18%, Features Intersected: INTERSTATE 94, Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 532.225, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 94330709 B, Location: 1 WEST OF ND 18 (Lat: 46.873333, Lng: -97.221667), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2011), Truck Traffic: 18%, Features Intersected: INTERSTATE 94, Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 532.225, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 94330709 B, Location: 1 WEST OF ND 18 (Lat: 46.873333, Lng: -97.221667), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2011), Truck Traffic: 18%, Features Intersected: INTERSTATE 94, Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 532.225, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 94331226, Location: JUNCTION OF ND 18 (Lat: 46.873333, Lng: -97.210000), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 11,700 (year 2011), Truck Traffic: 15%, Features Intersected: I-94/CASSELTON INT, Facility Carried by Structure: ND HIGHWAY 18
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 533.057, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 94331226, Location: JUNCTION OF ND 18 (Lat: 46.873333, Lng: -97.210000), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 11,700 (year 2011), Truck Traffic: 15%, Features Intersected: I-94/CASSELTON INT, Facility Carried by Structure: ND HIGHWAY 18
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 533.057, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 94331226, Location: JUNCTION OF ND 18 (Lat: 46.873333, Lng: -97.210000), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 11,700 (year 2011), Truck Traffic: 15%, Features Intersected: I-94/CASSELTON INT, Facility Carried by Structure: ND HIGHWAY 18
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 533.057, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 94331226, Location: JUNCTION OF ND 18 (Lat: 46.873333, Lng: -97.210000), Route carried "under" structure: Interstate 94, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 11,700 (year 2011), Truck Traffic: 15%, Features Intersected: I-94/CASSELTON INT, Facility Carried by Structure: ND HIGHWAY 18
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 533.057, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 94333715, Location: 3 EAST OF ND 18 (Lat: 46.876686, Lng: -97.158742), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 11,700 (year 2011), Truck Traffic: 15%, Features Intersected: I-94/DURBIN SEPARATION, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 537.062, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 94333715, Location: 3 EAST OF ND 18 (Lat: 46.876686, Lng: -97.158742), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 11,700 (year 2011), Truck Traffic: 15%, Features Intersected: I-94/DURBIN SEPARATION, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 537.062, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 94333715, Location: 3 EAST OF ND 18 (Lat: 46.876686, Lng: -97.158742), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 11,700 (year 2011), Truck Traffic: 15%, Features Intersected: I-94/DURBIN SEPARATION, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.14m (16.86ft), Kilometerpoint: 537.062, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 94333715, Location: 3 EAST OF ND 18 (Lat: 46.876686, Lng: -97.158742), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 11,700 (year 2011), Truck Traffic: 15%, Features Intersected: I-94/DURBIN SEPARATION, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.14m (16.86ft), Kilometerpoint: 537.062, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)