Bridge Statistics for Presho, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 200ft / 61.0mTotal length
- $3,468,000Total costs
- 36,789Total average daily traffic
- 8,374Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Presho
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11940-1949
- 11950-1959
- 11960-1969
- 161970-1979
- 11980-1989
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 53.3%Good
- 20.0%Satisfactory
- 26.7%Fair
- Bridge Condition - Superstructure
- 40.0%Good
- 26.7%Satisfactory
- 26.7%Fair
- 6.7%Serious
- Bridge Condition - Substructure
- 46.7%Good
- 33.3%Satisfactory
- 13.3%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 22.2%Very good
- 55.6%Good
- 22.2%Satisfactory
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 43130205, Location: 3 W US 183 S INTERCH (Lat: 43.898561, Lng: -100.105811), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,950 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 5,641 (year 2041), Design Load: HS 20+Mod, Features Intersected: 303 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 359.511, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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, Membrane: Epoxy
Structure Number: 43130205, Location: 3 W US 183 S INTERCH (Lat: 43.898561, Lng: -100.105811), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,950 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 5,641 (year 2041), Design Load: HS 20+Mod, Features Intersected: 303 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 359.511, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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, Membrane: Epoxy
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Structure Number: 43130206, Location: 3 W US 183 S INTERCH (Lat: 43.898281, Lng: -100.105825), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,950 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 5,641 (year 2041), Design Load: HS 20+Mod, Features Intersected: 303 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 359.511, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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: 43130206, Location: 3 W US 183 S INTERCH (Lat: 43.898281, Lng: -100.105825), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,950 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 5,641 (year 2041), Design Load: HS 20+Mod, Features Intersected: 303 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 359.511, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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
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Structure Number: 4313517, Location: 3N & 1.5W of Presho (Lat: 43.948667, Lng: -100.095558), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 24 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 24 (year 2032), Design Load: HS 20+Mod, Features Intersected: Stoney Butte Creek, Facility Carried by Structure: 238th Street
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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4313517, Location: 3N & 1.5W of Presho (Lat: 43.948667, Lng: -100.095558), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 24 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 24 (year 2032), Design Load: HS 20+Mod, Features Intersected: Stoney Butte Creek, Facility Carried by Structure: 238th Street
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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 43150186, Location: 1W & 1.4N of Presho (Lat: 43.924742, Lng: -100.065994), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 280 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 280 (year 2032), Design Load: HS 20+Mod, Features Intersected: Stoney Butte Creek, Facility Carried by Structure: 305th Avenue
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 43150186, Location: 1W & 1.4N of Presho (Lat: 43.924742, Lng: -100.065994), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 280 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 280 (year 2032), Design Load: HS 20+Mod, Features Intersected: Stoney Butte Creek, Facility Carried by Structure: 305th Avenue
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 43150193, Location: 0.2W & 0.7N of Presho (Lat: 43.914786, Lng: -100.066019), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20+Mod, Features Intersected: Medicine Creek, Facility Carried by Structure: 305th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 43150193, Location: 0.2W & 0.7N of Presho (Lat: 43.914786, Lng: -100.066019), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20+Mod, Features Intersected: Medicine Creek, Facility Carried by Structure: 305th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 43150205, Location: W PRESHO INTERCHANGE (Lat: 43.898817, Lng: -100.065681), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 3,970 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,669 (year 2041), Design Load: HS 20+Mod, Features Intersected: 305 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.714, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable 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, Membrane: Epoxy
Structure Number: 43150205, Location: W PRESHO INTERCHANGE (Lat: 43.898817, Lng: -100.065681), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 3,970 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,669 (year 2041), Design Load: HS 20+Mod, Features Intersected: 305 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.714, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable 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, Membrane: Epoxy
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Structure Number: 43150206, Location: W PRESHO INTERCHANGE (Lat: 43.898561, Lng: -100.065669), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 3,970 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,669 (year 2041), Design Load: HS 20+Mod, Features Intersected: 305 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.714, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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, Membrane: Epoxy
Structure Number: 43150206, Location: W PRESHO INTERCHANGE (Lat: 43.898561, Lng: -100.065669), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 3,970 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,669 (year 2041), Design Load: HS 20+Mod, Features Intersected: 305 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.714, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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, Membrane: Epoxy
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Structure Number: 43153192, Location: 0.8N of Presho (Lat: 43.914675, Lng: -100.059208), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 570 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 570 (year 2032), Design Load: HS 15, Features Intersected: Medicine Creek, Facility Carried by Structure: N. Main Streek
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 18.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 43153192, Location: 0.8N of Presho (Lat: 43.914675, Lng: -100.059208), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 570 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 570 (year 2032), Design Load: HS 15, Features Intersected: Medicine Creek, Facility Carried by Structure: N. Main Streek
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 18.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 43159195, Location: East Edge of Presho (Lat: 43.909483, Lng: -100.047147), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 55 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 55 (year 2032), Features Intersected: Medicine Creek, Facility Carried by Structure: 2nd St. in Presho
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 17.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,633,000, Roadway Improvement Cost: $30,000, Total Project Cost: $1,663,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 43159195, Location: East Edge of Presho (Lat: 43.909483, Lng: -100.047147), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 55 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 55 (year 2032), Features Intersected: Medicine Creek, Facility Carried by Structure: 2nd St. in Presho
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 17.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,633,000, Roadway Improvement Cost: $30,000, Total Project Cost: $1,663,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 43160204, Location: 0.1 N JCT I90 (Lat: 43.900211, Lng: -100.045864), Route carried "on" structure: ServiceState highway 248, Year Built: 1947, Year Reconstructed: 1972, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,265 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,009 (year 2040), Design Load: H 15, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 385.277, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 43160204, Location: 0.1 N JCT I90 (Lat: 43.900211, Lng: -100.045864), Route carried "on" structure: ServiceState highway 248, Year Built: 1947, Year Reconstructed: 1972, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,265 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,009 (year 2040), Design Load: H 15, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 385.277, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 43160205, Location: US 183 INTERCHANGE (Lat: 43.898269, Lng: -100.045461), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,712 (year 2041), Design Load: HS 20+Mod, Features Intersected: US183
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 364.372, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Good, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum 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
Structure Number: 43160205, Location: US 183 INTERCHANGE (Lat: 43.898269, Lng: -100.045461), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,712 (year 2041), Design Load: HS 20+Mod, Features Intersected: US183
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 364.372, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Good, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum 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
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Structure Number: 43160206, Location: US 183 INTERCHANGE (Lat: 43.898061, Lng: -100.045431), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,712 (year 2041), Design Load: HS 20+Mod, Features Intersected: US183
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 364.372, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: 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, Membrane: Epoxy
Structure Number: 43160206, Location: US 183 INTERCHANGE (Lat: 43.898061, Lng: -100.045431), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,712 (year 2041), Design Load: HS 20+Mod, Features Intersected: US183
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 364.372, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: 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, Membrane: Epoxy
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Structure Number: 43161199, Location: 1E of Presho (Lat: 43.907028, Lng: -100.044536), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: Medicine Creek, Facility Carried by Structure: Willow St.-Presho
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.7 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,775,000, Roadway Improvement Cost: $30,000, Total Project Cost: $1,805,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 43161199, Location: 1E of Presho (Lat: 43.907028, Lng: -100.044536), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: Medicine Creek, Facility Carried by Structure: Willow St.-Presho
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.7 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,775,000, Roadway Improvement Cost: $30,000, Total Project Cost: $1,805,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 43161204, Location: 0.1 E JCT US 183 (Lat: 43.900600, Lng: -100.045100), Route carried "on" structure: State highway 248, Year Built: 2018, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 159 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 225 (year 2041), Design Load: HL 93, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 385.277, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 24 months, Inspection Date: January 2021
Structure Number: 43161204, Location: 0.1 E JCT US 183 (Lat: 43.900600, Lng: -100.045100), Route carried "on" structure: State highway 248, Year Built: 2018, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 159 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 225 (year 2041), Design Load: HL 93, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 385.277, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 24 months, Inspection Date: January 2021
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Structure Number: 43180201, Location: 3E of Presho (Lat: 43.903850, Lng: -100.005842), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20+Mod, Features Intersected: Medicine Creek, Facility Carried by Structure: 308th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 43180201, Location: 3E of Presho (Lat: 43.903850, Lng: -100.005842), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20+Mod, Features Intersected: Medicine Creek, Facility Carried by Structure: 308th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 43180205, Location: 2 E US 183 INTERCH (Lat: 43.897450, Lng: -100.005644), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,712 (year 2041), Design Load: HS 20+Mod, Features Intersected: 308 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 367.558, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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: Meets minimum limits, 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
Structure Number: 43180205, Location: 2 E US 183 INTERCH (Lat: 43.897450, Lng: -100.005644), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,712 (year 2041), Design Load: HS 20+Mod, Features Intersected: 308 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 367.558, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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: Meets minimum limits, 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
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Structure Number: 43180206, Location: 2 E US 183 INTERCH (Lat: 43.897169, Lng: -100.005650), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,712 (year 2041), Design Load: HS 20+Mod, Features Intersected: 308 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 367.558, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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
Structure Number: 43180206, Location: 2 E US 183 INTERCH (Lat: 43.897169, Lng: -100.005650), Route carried "on" structure: Interstate 90, Year Built: 1970, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,712 (year 2041), Design Load: HS 20+Mod, Features Intersected: 308 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 367.558, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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
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Structure Number: 43130205, Location: 3 W US 183 S INTERCH (Lat: 43.898561, Lng: -100.105811), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 25 (year 2020), Features Intersected: 303 AVE, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: 43130205, Location: 3 W US 183 S INTERCH (Lat: 43.898561, Lng: -100.105811), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 25 (year 2020), Features Intersected: 303 AVE, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
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Structure Number: 43130206, Location: 3 W US 183 S INTERCH (Lat: 43.898281, Lng: -100.105825), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 25 (year 2020), Features Intersected: 303 AVE, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: 43130206, Location: 3 W US 183 S INTERCH (Lat: 43.898281, Lng: -100.105825), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 25 (year 2020), Features Intersected: 303 AVE, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
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Structure Number: 43150205, Location: W PRESHO INTERCHANGE (Lat: 43.898817, Lng: -100.065681), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 305 AVE, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.60m (15.09ft), 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: 17.1m (56.1ft)
Structure Number: 43150205, Location: W PRESHO INTERCHANGE (Lat: 43.898817, Lng: -100.065681), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 305 AVE, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.60m (15.09ft), 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: 17.1m (56.1ft)
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Structure Number: 43150206, Location: W PRESHO INTERCHANGE (Lat: 43.898561, Lng: -100.065669), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 305 AVE, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.50m (14.76ft), 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: 17.1m (56.1ft)
Structure Number: 43150206, Location: W PRESHO INTERCHANGE (Lat: 43.898561, Lng: -100.065669), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 305 AVE, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.50m (14.76ft), 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: 17.1m (56.1ft)
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Structure Number: 43160205, Location: US 183 INTERCHANGE (Lat: 43.898269, Lng: -100.045461), Route carried "under" structure: US 183, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 613 (year 2021), Truck Traffic: 21%, Features Intersected: US183, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 120.926, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 43160205, Location: US 183 INTERCHANGE (Lat: 43.898269, Lng: -100.045461), Route carried "under" structure: US 183, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 613 (year 2021), Truck Traffic: 21%, Features Intersected: US183, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 120.926, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 43160206, Location: US 183 INTERCHANGE (Lat: 43.898061, Lng: -100.045431), Route carried "under" structure: US 183, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 613 (year 2021), Truck Traffic: 21%, Features Intersected: US183, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 120.878, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 43160206, Location: US 183 INTERCHANGE (Lat: 43.898061, Lng: -100.045431), Route carried "under" structure: US 183, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 613 (year 2021), Truck Traffic: 21%, Features Intersected: US183, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 120.878, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 43180205, Location: 2 E US 183 INTERCH (Lat: 43.897450, Lng: -100.005644), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 20 (year 2020), Features Intersected: 308 AVE, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: 43180205, Location: 2 E US 183 INTERCH (Lat: 43.897450, Lng: -100.005644), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 20 (year 2020), Features Intersected: 308 AVE, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
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Structure Number: 43180206, Location: 2 E US 183 INTERCH (Lat: 43.897169, Lng: -100.005650), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 20 (year 2020), Features Intersected: 308 AVE, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 43180206, Location: 2 E US 183 INTERCH (Lat: 43.897169, Lng: -100.005650), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 20 (year 2020), Features Intersected: 308 AVE, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft)