Bridge Statistics for Plankinton, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 92ft / 27.6mTotal length
- $470,000Total costs
- 33,346Total average daily traffic
- 7,191Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Plankinton
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 81960-1969
- 22000-2009
- Bridge Condition - Deck
- 33.3%Very good
- 33.3%Good
- 33.3%Fair
- Bridge Condition - Superstructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 20.0%Very good
- 80.0%Good
- Bridge Condition - Culverts
- 40.0%Very good
- 40.0%Good
- 20.0%Fair
Find on map >> Show street view
Structure Number: 2140155, Location: 2.0 W PLANKINTON INTERCH (Lat: 43.708814, Lng: -98.526894), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 35 (year 2040), Design Load: HS 20, Features Intersected: I090, Facility Carried by Structure: 384 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2140155, Location: 2.0 W PLANKINTON INTERCH (Lat: 43.708814, Lng: -98.526894), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 35 (year 2040), Design Load: HS 20, Features Intersected: I090, Facility Carried by Structure: 384 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 215C155, Location: 0.3N PLANKINTON INTERCH (Lat: 43.709686, Lng: -98.485572), Route carried "on" structure: State highway 258, Year Built: 1965, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 789 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,172 (year 2041), Design Load: HS 20, Features Intersected: SNOW CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.400, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 215C155, Location: 0.3N PLANKINTON INTERCH (Lat: 43.709686, Lng: -98.485572), Route carried "on" structure: State highway 258, Year Built: 1965, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 789 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,172 (year 2041), Design Load: HS 20, Features Intersected: SNOW CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.400, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 215C158, Location: PLANKINTON INTERCHANGE (Lat: 43.705044, Lng: -98.485939), Route carried "on" structure: State highway 258, Year Built: 1965, Status: Open, Structure Length: 8.12m (26.64ft), Average Daily Traffic: 789 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,172 (year 2041), Design Load: HS 20, Features Intersected: I090
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 445.869, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.18m (26.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $50,000, Total Project Cost: $450,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 215C158, Location: PLANKINTON INTERCHANGE (Lat: 43.705044, Lng: -98.485939), Route carried "on" structure: State highway 258, Year Built: 1965, Status: Open, Structure Length: 8.12m (26.64ft), Average Daily Traffic: 789 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,172 (year 2041), Design Load: HS 20, Features Intersected: I090
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 445.869, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.18m (26.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $50,000, Total Project Cost: $450,000, 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: 215D154, Location: 0.5N & E I90 INTERCHANGE (Lat: 43.710264, Lng: -98.484781), Route carried "on" structure: State highway 258, Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 789 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,172 (year 2041), Design Load: H 20, Features Intersected: SNOW CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.512, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 215D154, Location: 0.5N & E I90 INTERCHANGE (Lat: 43.710264, Lng: -98.484781), Route carried "on" structure: State highway 258, Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 789 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,172 (year 2041), Design Load: H 20, Features Intersected: SNOW CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.512, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Find on map >> Show street view
Structure Number: 2164151, Location: EAST EDGE OF PLANKINTON (Lat: 43.713869, Lng: -98.472828), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 60 (year 2032), Design Load: HL 93, Features Intersected: CK, Facility Carried by Structure: 1ST ST PLANKINTON
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 2164151, Location: EAST EDGE OF PLANKINTON (Lat: 43.713869, Lng: -98.472828), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 60 (year 2032), Design Load: HL 93, Features Intersected: CK, Facility Carried by Structure: 1ST ST PLANKINTON
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 2180116, Location: 4.9 N I90 INTERCHANGE (Lat: 43.765392, Lng: -98.445714), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,296 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 1,925 (year 2041), Design Load: H 20, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.990, 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $1,000, Total Project Cost: $20,000
Structure Number: 2180116, Location: 4.9 N I90 INTERCHANGE (Lat: 43.765392, Lng: -98.445714), Route carried "on" structure: US 281, Year Built: 1960, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,296 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 1,925 (year 2041), Design Load: H 20, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.990, 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $1,000, Total Project Cost: $20,000
Find on map >> Show street view
Structure Number: 2180165, Location: US 281 INTERCHANGE (Lat: 43.695206, Lng: -98.444186), Route carried "on" structure: US 281, Year Built: 1965, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 1,612 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 2,394 (year 2041), Design Load: HS 20, Features Intersected: I090
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.185, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 2180165, Location: US 281 INTERCHANGE (Lat: 43.695206, Lng: -98.444186), Route carried "on" structure: US 281, Year Built: 1965, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 1,612 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 2,394 (year 2041), Design Load: HS 20, Features Intersected: I090
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.185, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 2180167, Location: 0.2 S OF I90 INTERCHANGE (Lat: 43.691522, Lng: -98.444092), Route carried "on" structure: US 281, Year Built: 2007, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 1,486 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 2,207 (year 2041), Design Load: HS 20+Mod, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.799, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 2180167, Location: 0.2 S OF I90 INTERCHANGE (Lat: 43.691522, Lng: -98.444092), Route carried "on" structure: US 281, Year Built: 2007, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 1,486 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 2,207 (year 2041), Design Load: HS 20+Mod, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.799, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Find on map >> Show street view
Structure Number: 2140155, Location: 2.0 W PLANKINTON INTERCH (Lat: 43.708814, Lng: -98.526894), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,120 (year 2020), Truck Traffic: 23%, Features Intersected: I090, Facility Carried by Structure: 384 AVE
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 492.701, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 2140155, Location: 2.0 W PLANKINTON INTERCH (Lat: 43.708814, Lng: -98.526894), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,120 (year 2020), Truck Traffic: 23%, Features Intersected: I090, Facility Carried by Structure: 384 AVE
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 492.701, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Find on map >> Show street view
Structure Number: 215C158, Location: PLANKINTON INTERCHANGE (Lat: 43.705044, Lng: -98.485939), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,490 (year 2020), Truck Traffic: 24%, Features Intersected: I090, Facility Carried by Structure: SD258
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 496.096, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 215C158, Location: PLANKINTON INTERCHANGE (Lat: 43.705044, Lng: -98.485939), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,490 (year 2020), Truck Traffic: 24%, Features Intersected: I090, Facility Carried by Structure: SD258
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 496.096, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Find on map >> Show street view
Structure Number: 2180165, Location: US 281 INTERCHANGE (Lat: 43.695206, Lng: -98.444186), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 9,890 (year 2020), Truck Traffic: 20%, Features Intersected: I090, Facility Carried by Structure: US281
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 499.685, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 2180165, Location: US 281 INTERCHANGE (Lat: 43.695206, Lng: -98.444186), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 9,890 (year 2020), Truck Traffic: 20%, Features Intersected: I090, Facility Carried by Structure: US281
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 499.685, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)