Bridge Statistics for Quinn, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 95ft / 28.5mTotal length
- 15,896Total average daily traffic
- 3,742Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Quinn
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 31950-1959
- 31960-1969
- 41970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- Bridge Condition - Deck
- 16.7%Good
- 58.3%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 16.7%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 8.3%Satisfactory
- 25.0%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 15.4%Excellent
- 15.4%Very good
- 23.1%Good
- 23.1%Satisfactory
- 23.1%Fair
- Bridge Condition - Culverts
- 66.7%Very good
- 33.3%Fair
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Structure Number: 52940382, Location: 2 SE US 14 & I90 INTERCH (Lat: 43.962744, Lng: -102.179578), Route carried "on" structure: Interstate 90, Year Built: 1958, Year Reconstructed: 1974, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 6,270 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 8,684 (year 2040), Design Load: HS 20, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.608, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 96.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.8 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 52940382, Location: 2 SE US 14 & I90 INTERCH (Lat: 43.962744, Lng: -102.179578), Route carried "on" structure: Interstate 90, Year Built: 1958, Year Reconstructed: 1974, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 6,270 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 8,684 (year 2040), Design Load: HS 20, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.608, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 96.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.8 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 52952341, Location: 0.6W & 2.1N OF QUINN (Lat: 44.022144, Lng: -102.142733), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 106 (year 2032), Features Intersected: COTTONWOOD CK, Facility Carried by Structure: PAULSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 52952341, Location: 0.6W & 2.1N OF QUINN (Lat: 44.022144, Lng: -102.142733), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 106 (year 2032), Features Intersected: COTTONWOOD CK, Facility Carried by Structure: PAULSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5295334, Location: 0.5W & 2.2N OF QUINN (Lat: 44.023556, Lng: -102.141389), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CK, Facility Carried by Structure: PAULSEN RD
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 5295334, Location: 0.5W & 2.2N OF QUINN (Lat: 44.023556, Lng: -102.141389), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CK, Facility Carried by Structure: PAULSEN RD
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 529534, Location: 4.4 SE US 14 INTERCHANGE (Lat: 43.936483, Lng: -102.151878), Route carried "on" structure: Interstate 90, Year Built: 1974, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,690 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 5,177 (year 2041), Design Load: HS 20+Mod, Features Intersected: 195 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.197, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 529534, Location: 4.4 SE US 14 INTERCHANGE (Lat: 43.936483, Lng: -102.151878), Route carried "on" structure: Interstate 90, Year Built: 1974, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,690 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 5,177 (year 2041), Design Load: HS 20+Mod, Features Intersected: 195 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.197, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 529544, Location: 4.4 SE US 14 INTERCHANGE (Lat: 43.936481, Lng: -102.151042), Route carried "on" structure: Interstate 90, Year Built: 1974, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,690 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 5,177 (year 2041), Design Load: HS 20+Mod, Features Intersected: 195 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.197, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
Structure Number: 529544, Location: 4.4 SE US 14 INTERCHANGE (Lat: 43.936481, Lng: -102.151042), Route carried "on" structure: Interstate 90, Year Built: 1974, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,690 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 5,177 (year 2041), Design Load: HS 20+Mod, Features Intersected: 195 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.197, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 52960338, Location: 0.1W 2.8N QUINN (Lat: 44.026917, Lng: -102.127642), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 227 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 227 (year 2032), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CK, Facility Carried by Structure: QUINN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52960338, Location: 0.1W 2.8N QUINN (Lat: 44.026917, Lng: -102.127642), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 227 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 227 (year 2032), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CK, Facility Carried by Structure: QUINN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52960359, Location: 0.7 N QUINN (Lat: 43.996233, Lng: -102.127650), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 238 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 238 (year 2032), Design Load: HS 20+Mod, Features Intersected: UNNAMED CK, Facility Carried by Structure: QUINN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Very good, Culverts: Very good, Inventory Rating: 80.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
Structure Number: 52960359, Location: 0.7 N QUINN (Lat: 43.996233, Lng: -102.127650), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 238 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 238 (year 2032), Design Load: HS 20+Mod, Features Intersected: UNNAMED CK, Facility Carried by Structure: QUINN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Very good, Culverts: Very good, Inventory Rating: 80.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
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Structure Number: 52960383, Location: 0.5W & 1.8S OF QUINN (Lat: 43.960522, Lng: -102.138678), Route carried "on" structure: County highway , Year Built: 1957, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 106 (year 2032), Features Intersected: UNNAMED CK, Facility Carried by Structure: 196TH AVE
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), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 28.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 52960383, Location: 0.5W & 1.8S OF QUINN (Lat: 43.960522, Lng: -102.138678), Route carried "on" structure: County highway , Year Built: 1957, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 106 (year 2032), Features Intersected: UNNAMED CK, Facility Carried by Structure: 196TH AVE
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), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 28.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 52970374, Location: 0.2E & 0.7S OF QUINN (Lat: 43.972739, Lng: -102.119486), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 106 (year 2032), Features Intersected: UNNAMED CK, Facility Carried by Structure: 197TH AVE
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 52970374, Location: 0.2E & 0.7S OF QUINN (Lat: 43.972739, Lng: -102.119486), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 106 (year 2032), Features Intersected: UNNAMED CK, Facility Carried by Structure: 197TH AVE
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 52970376, Location: 0.2E & 0.8S OF QUINN (Lat: 43.971489, Lng: -102.119483), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 106 (year 2032), Features Intersected: COTTONWOOD CK, Facility Carried by Structure: 197TH AVE
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 52970376, Location: 0.2E & 0.8S OF QUINN (Lat: 43.971489, Lng: -102.119483), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 106 (year 2032), Features Intersected: COTTONWOOD CK, Facility Carried by Structure: 197TH AVE
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 5297834, Location: 1.8E & 2.2N OF QUINN (Lat: 44.023725, Lng: -102.091742), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 40 (year 2032), Design Load: HS 20+Mod, Features Intersected: LAKE CK, Facility Carried by Structure: PAULSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 5297834, Location: 1.8E & 2.2N OF QUINN (Lat: 44.023725, Lng: -102.091742), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 40 (year 2032), Design Load: HS 20+Mod, Features Intersected: LAKE CK, Facility Carried by Structure: PAULSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 5298334, Location: 2.3E & 2.2N OF QUINN (Lat: 44.023617, Lng: -102.082067), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CK, Facility Carried by Structure: PAULSEN RD
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: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 5298334, Location: 2.3E & 2.2N OF QUINN (Lat: 44.023617, Lng: -102.082067), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CK, Facility Carried by Structure: PAULSEN RD
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: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 52983369, Location: 3.8 W JACKSON CO LINE (Lat: 43.982011, Lng: -102.094361), Route carried "on" structure: US 14, Year Built: 2021, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,065 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,680 (year 2041), Design Load: HL 93, Features Intersected: BR COTTONWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 44.7 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: 34.7 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: 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: 52983369, Location: 3.8 W JACKSON CO LINE (Lat: 43.982011, Lng: -102.094361), Route carried "on" structure: US 14, Year Built: 2021, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,065 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,680 (year 2041), Design Load: HL 93, Features Intersected: BR COTTONWOOD CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 44.7 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: 34.7 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: 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: 52990352, Location: 3.0E & 1.0N OF QUINN (Lat: 44.007464, Lng: -102.067542), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CK, Facility Carried by Structure: BIG FOOTE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 52990352, Location: 3.0E & 1.0N OF QUINN (Lat: 44.007464, Lng: -102.067542), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CK, Facility Carried by Structure: BIG FOOTE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52A00377, Location: 3.4 E 1 S QUINN (Lat: 43.971128, Lng: -102.059311), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 32 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 32 (year 2032), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CK, Facility Carried by Structure: BIG FOOTE RD
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 52A00377, Location: 3.4 E 1 S QUINN (Lat: 43.971128, Lng: -102.059311), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 32 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 32 (year 2032), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CK, Facility Carried by Structure: BIG FOOTE RD
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 529534, Location: 4.4 SE US 14 INTERCHANGE (Lat: 43.936483, Lng: -102.151878), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 32 (year 2020), Features Intersected: 195 AVE, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 529534, Location: 4.4 SE US 14 INTERCHANGE (Lat: 43.936483, Lng: -102.151878), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 32 (year 2020), Features Intersected: 195 AVE, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
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Structure Number: 529544, Location: 4.4 SE US 14 INTERCHANGE (Lat: 43.936481, Lng: -102.151042), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 32 (year 2020), Features Intersected: 195 AVE, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 529544, Location: 4.4 SE US 14 INTERCHANGE (Lat: 43.936481, Lng: -102.151042), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 32 (year 2020), Features Intersected: 195 AVE, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)