Bridge Statistics for Vermillion, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 361ft / 110mTotal length
- $3,950,000Total costs
- 25,864Total average daily traffic
- 4,173Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Vermillion
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 11920-1929
- 31930-1939
- 11960-1969
- 41970-1979
- 41980-1989
- 41990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 33.3%Good
- 44.4%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 33.3%Good
- 33.3%Satisfactory
- 5.6%Poor
- 5.6%Serious
- 11.1%Critical
- Bridge Condition - Substructure
- 50.0%Good
- 11.1%Satisfactory
- 11.1%Fair
- 16.7%Poor
- 11.1%Critical
- Bridge Condition - Channel
- 7.1%Excellent
- 21.4%Very good
- 35.7%Good
- 14.3%Satisfactory
- 21.4%Fair
Find on map >> Show street view
Structure Number: 1408817, Location: 3.5N & 3.2W VERMILLION (Lat: 42.837294, Lng: -96.988511), Route carried "on" structure: County highway , Year Built: 1900, Status: Closed, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 97 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Features Intersected: CLAY CK DITCH, Facility Carried by Structure: 46080 314 ST.
Minimum Vertical Clearance: 3.71m (12.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Fair, Channel: Good, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $48,000, Total Project Cost: $729,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1408817, Location: 3.5N & 3.2W VERMILLION (Lat: 42.837294, Lng: -96.988511), Route carried "on" structure: County highway , Year Built: 1900, Status: Closed, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 97 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Features Intersected: CLAY CK DITCH, Facility Carried by Structure: 46080 314 ST.
Minimum Vertical Clearance: 3.71m (12.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Fair, Channel: Good, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $48,000, Total Project Cost: $729,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 1409218, Location: 2.5N & 2.9W VERMILLION (Lat: 42.822683, Lng: -96.981106), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Design Load: HS 20+Mod, Features Intersected: CLAY CK DITCH, Facility Carried by Structure: 46120 315 ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1409218, Location: 2.5N & 2.9W VERMILLION (Lat: 42.822683, Lng: -96.981106), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Design Load: HS 20+Mod, Features Intersected: CLAY CK DITCH, Facility Carried by Structure: 46120 315 ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 14092199, Location: 2 NW OF VERMILLION (Lat: 42.794925, Lng: -96.978033), Route carried "on" structure: State highway 50, Year Built: 1981, Status: Open, Structure Length: 11.99m (39.34ft), Average Daily Traffic: 4,345 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 7,130 (year 2041), Design Load: HS 20+Mod, Features Intersected: SD 50 WL, SO DAK OWNED R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 655.293, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14092199, Location: 2 NW OF VERMILLION (Lat: 42.794925, Lng: -96.978033), Route carried "on" structure: State highway 50, Year Built: 1981, Status: Open, Structure Length: 11.99m (39.34ft), Average Daily Traffic: 4,345 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 7,130 (year 2041), Design Load: HS 20+Mod, Features Intersected: SD 50 WL, SO DAK OWNED R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 655.293, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 141002, Location: 1 NW OF VERMILLION (Lat: 42.793983, Lng: -96.962569), Route carried "on" structure: State highway 50, Year Built: 1981, Status: Open, Structure Length: 11.29m (37.04ft), Average Daily Traffic: 4,345 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 7,130 (year 2041), Design Load: HS 20+Mod, Features Intersected: VERMILLION RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 656.564, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 141002, Location: 1 NW OF VERMILLION (Lat: 42.793983, Lng: -96.962569), Route carried "on" structure: State highway 50, Year Built: 1981, Status: Open, Structure Length: 11.29m (37.04ft), Average Daily Traffic: 4,345 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 7,130 (year 2041), Design Load: HS 20+Mod, Features Intersected: VERMILLION RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 656.564, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 14101207, Location: 0.8 W JCT SD 19 N (Lat: 42.784661, Lng: -96.962433), Route carried "on" structure: State highway 19, Year Built: 1997, Status: Open, Structure Length: 10.34m (33.92ft), Average Daily Traffic: 2,347 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,851 (year 2041), Design Load: HS 25 or greater, Features Intersected: VERMILLION RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14101207, Location: 0.8 W JCT SD 19 N (Lat: 42.784661, Lng: -96.962433), Route carried "on" structure: State highway 19, Year Built: 1997, Status: Open, Structure Length: 10.34m (33.92ft), Average Daily Traffic: 2,347 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,851 (year 2041), Design Load: HS 25 or greater, Features Intersected: VERMILLION RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 14103206, Location: 0.6 W JCT SD 19 N/SD 50L (Lat: 42.784650, Lng: -96.958267), Route carried "on" structure: State highway 19, Year Built: 1997, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,347 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,851 (year 2041), Design Load: HS 25 or greater, Features Intersected: SOUTH DAKOTA OWNED RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14103206, Location: 0.6 W JCT SD 19 N/SD 50L (Lat: 42.784650, Lng: -96.958267), Route carried "on" structure: State highway 19, Year Built: 1997, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,347 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,851 (year 2041), Design Load: HS 25 or greater, Features Intersected: SOUTH DAKOTA OWNED RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 14105209, Location: 0.5S,0.5W VERMILLION (Lat: 42.781936, Lng: -96.955325), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 700 (year 2035), Design Load: HS 20+Mod, Features Intersected: SOUTH DAKOTA OWNED RR, Facility Carried by Structure: 2500 WEST MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 77.7 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14105209, Location: 0.5S,0.5W VERMILLION (Lat: 42.781936, Lng: -96.955325), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 700 (year 2035), Design Load: HS 20+Mod, Features Intersected: SOUTH DAKOTA OWNED RR, Facility Carried by Structure: 2500 WEST MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 77.7 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 14107194, Location: 1.2 N OF SD 50 JUNCTION (Lat: 42.802939, Lng: -96.950700), Route carried "on" structure: State highway 19, Year Built: 1977, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 1,360 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,232 (year 2041), Design Load: HS 20, Features Intersected: VERMILLION RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.077, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 14107194, Location: 1.2 N OF SD 50 JUNCTION (Lat: 42.802939, Lng: -96.950700), Route carried "on" structure: State highway 19, Year Built: 1977, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 1,360 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,232 (year 2041), Design Load: HS 20, Features Intersected: VERMILLION RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.077, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 14108213, Location: 1.3S JCT SD19 & 50 (Lat: 42.777842, Lng: -96.949494), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 8.09m (26.54ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20+Mod, Features Intersected: VERMILLION RV, Facility Carried by Structure: 1232 DAWSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14108213, Location: 1.3S JCT SD19 & 50 (Lat: 42.777842, Lng: -96.949494), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 8.09m (26.54ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20+Mod, Features Intersected: VERMILLION RV, Facility Carried by Structure: 1232 DAWSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1411116, Location: 0.6 E JCT SD 19 (Lat: 42.851983, Lng: -96.944211), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 505 (year 2032), Design Load: HS 20, Features Intersected: CK, Facility Carried by Structure: 46310 313 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: 1411116, Location: 0.6 E JCT SD 19 (Lat: 42.851983, Lng: -96.944211), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 505 (year 2032), Design Load: HS 20, Features Intersected: CK, Facility Carried by Structure: 46310 313 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 1411217, Location: 3.5N & 0.8W VERMILLION (Lat: 42.837353, Lng: -96.936292), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 97 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Features Intersected: CK, Facility Carried by Structure: 46320 314 ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1411217, Location: 3.5N & 0.8W VERMILLION (Lat: 42.837353, Lng: -96.936292), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 97 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Features Intersected: CK, Facility Carried by Structure: 46320 314 ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 14117214, Location: 1.0S CNT VERMILLION (Lat: 42.772989, Lng: -96.930583), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 550 (year 2032), Design Load: HS 20, Features Intersected: VERMILLION RV, Facility Carried by Structure: 700 S. DAKOTA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14117214, Location: 1.0S CNT VERMILLION (Lat: 42.772989, Lng: -96.930583), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 550 (year 2032), Design Load: HS 20, Features Intersected: VERMILLION RV, Facility Carried by Structure: 700 S. DAKOTA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 14120183, Location: 0.3E & 2.2N VERMILLION (Lat: 42.817369, Lng: -96.924247), Route carried "on" structure: County highway , Year Built: 1968, Year Reconstructed: 2006, Status: Open, Structure Length: 6.02m (19.75ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 550 (year 2032), Design Load: HS 20, Features Intersected: VERMILLION RV, Facility Carried by Structure: 31530 UNIVERSITYRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 14120183, Location: 0.3E & 2.2N VERMILLION (Lat: 42.817369, Lng: -96.924247), Route carried "on" structure: County highway , Year Built: 1968, Year Reconstructed: 2006, Status: Open, Structure Length: 6.02m (19.75ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 550 (year 2032), Design Load: HS 20, Features Intersected: VERMILLION RV, Facility Carried by Structure: 31530 UNIVERSITYRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 14130176, Location: 2.9N & 1E VERMILLION (Lat: 42.829700, Lng: -96.904550), Route carried "on" structure: County highway , Year Built: 1930, Status: Closed, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Features Intersected: VERMILLION RV, Facility Carried by Structure: 31460 465TH AVE.
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Poor, Channel: Fair, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to 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), Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2018, Critical Feature Inspection Date: November 2018, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,263,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 14130176, Location: 2.9N & 1E VERMILLION (Lat: 42.829700, Lng: -96.904550), Route carried "on" structure: County highway , Year Built: 1930, Status: Closed, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Features Intersected: VERMILLION RV, Facility Carried by Structure: 31460 465TH AVE.
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Poor, Channel: Fair, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to 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), Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2018, Critical Feature Inspection Date: November 2018, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,263,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 14131205, Location: EAST EDGE OF VERMILLION (Lat: 42.786175, Lng: -96.902714), Route carried "on" structure: State highway 50, Year Built: 1977, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 2,505 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,730 (year 2041), Design Load: HS 20, Features Intersected: SD050 L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 661.794, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14131205, Location: EAST EDGE OF VERMILLION (Lat: 42.786175, Lng: -96.902714), Route carried "on" structure: State highway 50, Year Built: 1977, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 2,505 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,730 (year 2041), Design Load: HS 20, Features Intersected: SD050 L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 661.794, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1413317, Location: 3.5N & 1.3E VERMILLION (Lat: 42.837289, Lng: -96.895678), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 2003, Status: Closed, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 97 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Features Intersected: VERMILLION RV, Facility Carried by Structure: 46530 314TH ST.
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Critical, Channel: Good, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2018, Critical Feature Inspection Date: October 2018, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $50,000, Total Project Cost: $754,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1413317, Location: 3.5N & 1.3E VERMILLION (Lat: 42.837289, Lng: -96.895678), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 2003, Status: Closed, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 97 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Features Intersected: VERMILLION RV, Facility Carried by Structure: 46530 314TH ST.
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Critical, Channel: Good, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2018, Critical Feature Inspection Date: October 2018, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $50,000, Total Project Cost: $754,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 1413816, Location: 7.0 S & 0.6 E HUB CITY (Lat: 42.851744, Lng: -96.889025), Route carried "on" structure: County highway , Year Built: 1910, Status: Closed, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2032), Features Intersected: VERMILLION RV, Facility Carried by Structure: 46580 313 ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Critical, Channel: Very good, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $50,000, Total Project Cost: $754,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1413816, Location: 7.0 S & 0.6 E HUB CITY (Lat: 42.851744, Lng: -96.889025), Route carried "on" structure: County highway , Year Built: 1910, Status: Closed, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2032), Features Intersected: VERMILLION RV, Facility Carried by Structure: 46580 313 ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Critical, Channel: Very good, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $50,000, Total Project Cost: $754,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 1414016, Location: 7 S & 1.1 E of Hub City (Lat: 42.851714, Lng: -96.884500), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 15 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 59 (year 2032), Features Intersected: CK, Facility Carried by Structure: 46600 313 ST.
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $21,000, Total Project Cost: $350,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1414016, Location: 7 S & 1.1 E of Hub City (Lat: 42.851714, Lng: -96.884500), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 15 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 59 (year 2032), Features Intersected: CK, Facility Carried by Structure: 46600 313 ST.
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $21,000, Total Project Cost: $350,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 14092199, Location: 2 NW OF VERMILLION (Lat: 42.794925, Lng: -96.978033), Route carried "under" structure: Business State highway 50, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 1,636 (year 2021), Truck Traffic: 13%, Features Intersected: SD 50 WL, SO DAK OWNED R
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 655.164, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 14092199, Location: 2 NW OF VERMILLION (Lat: 42.794925, Lng: -96.978033), Route carried "under" structure: Business State highway 50, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 1,636 (year 2021), Truck Traffic: 13%, Features Intersected: SD 50 WL, SO DAK OWNED R
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 655.164, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Find on map >> Show street view
Structure Number: 14131205, Location: EAST EDGE OF VERMILLION (Lat: 42.786175, Lng: -96.902714), Route carried "under" structure: Business State highway 50, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 4,518 (year 2020), Truck Traffic: 13%, Features Intersected: SD050 L
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 661.794, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 14131205, Location: EAST EDGE OF VERMILLION (Lat: 42.786175, Lng: -96.902714), Route carried "under" structure: Business State highway 50, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 4,518 (year 2020), Truck Traffic: 13%, Features Intersected: SD050 L
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 661.794, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)