Bridge Statistics for Wasta, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 413ft / 126mTotal length
- $1,461,000Total costs
- 41,885Total average daily traffic
- 8,962Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wasta
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 71960-1969
- 11990-1999
- 52000-2009
- Bridge Condition - Deck
- 30.0%Good
- 40.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Superstructure
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 50.0%Good
- 30.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 14.3%Excellent
- 28.6%Very good
- 42.9%Good
- 14.3%Fair
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Structure Number: 52790348, Location: 1.0 W 3.8 S WASTA (Lat: 44.012117, Lng: -102.467908), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 34 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20+Mod, Features Intersected: BOXELDER CK, Facility Carried by Structure: BASE LINE ROAD
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Superior 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52790348, Location: 1.0 W 3.8 S WASTA (Lat: 44.012117, Lng: -102.467908), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 34 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20+Mod, Features Intersected: BOXELDER CK, Facility Carried by Structure: BASE LINE ROAD
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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Superior 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5280031, Location: WASTA INTERCHANGE (Lat: 44.065317, Lng: -102.447442), Route carried "on" structure: Interstate 90, Year Built: 2002, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,410 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 6,187 (year 2041), Design Load: HS 25 or greater, Features Intersected: BASE LINE RD, CP/DM&E RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.941, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 5280031, Location: WASTA INTERCHANGE (Lat: 44.065317, Lng: -102.447442), Route carried "on" structure: Interstate 90, Year Built: 2002, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,410 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 6,187 (year 2041), Design Load: HS 25 or greater, Features Intersected: BASE LINE RD, CP/DM&E RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.941, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52800311, Location: WASTA INTERCHANGE (Lat: 44.065122, Lng: -102.447692), Route carried "on" structure: Interstate 90, Year Built: 2002, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,410 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 6,187 (year 2041), Design Load: HS 25 or greater, Features Intersected: BASE LINE RD, CP/DM&E RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.941, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 52800311, Location: WASTA INTERCHANGE (Lat: 44.065122, Lng: -102.447692), Route carried "on" structure: Interstate 90, Year Built: 2002, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,410 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 6,187 (year 2041), Design Load: HS 25 or greater, Features Intersected: BASE LINE RD, CP/DM&E RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.941, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52803312, Location: 0.3 E WASTA INTERCH (Lat: 44.064247, Lng: -102.441489), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 28.21m (92.55ft), Average Daily Traffic: 4,410 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 6,187 (year 2041), Design Load: HS 20+Mod, Features Intersected: CHEYENNE RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.440, Lanes on 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: 7, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 52803312, Location: 0.3 E WASTA INTERCH (Lat: 44.064247, Lng: -102.441489), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 28.21m (92.55ft), Average Daily Traffic: 4,410 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 6,187 (year 2041), Design Load: HS 20+Mod, Features Intersected: CHEYENNE RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.440, Lanes on 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: 7, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 52803313, Location: 0.3 E WASTA INTERCH (Lat: 44.064061, Lng: -102.441761), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 28.21m (92.55ft), Average Daily Traffic: 4,410 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 6,187 (year 2041), Design Load: HS 20+Mod, Features Intersected: CHEYENNE RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.440, Lanes on 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: 7, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 52803313, Location: 0.3 E WASTA INTERCH (Lat: 44.064061, Lng: -102.441761), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 28.21m (92.55ft), Average Daily Traffic: 4,410 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 6,187 (year 2041), Design Load: HS 20+Mod, Features Intersected: CHEYENNE RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.440, Lanes on 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: 7, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 528243, Location: 1.0 N 2.4 E WASTA (Lat: 44.080975, Lng: -102.400344), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 29.78m (97.70ft), Average Daily Traffic: 120 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 120 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHEYENNE RV, Facility Carried by Structure: OLD WASTA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 29.78m (97.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $3,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 528243, Location: 1.0 N 2.4 E WASTA (Lat: 44.080975, Lng: -102.400344), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 29.78m (97.70ft), Average Daily Traffic: 120 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 120 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHEYENNE RV, Facility Carried by Structure: OLD WASTA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 29.78m (97.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $3,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52830307, Location: 2.7 E OF WASTA (Lat: 44.072428, Lng: -102.388397), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 20, Features Intersected: BULL CK, Facility Carried by Structure: JENSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 52830307, Location: 2.7 E OF WASTA (Lat: 44.072428, Lng: -102.388397), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 106 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 20, Features Intersected: BULL CK, Facility Carried by Structure: JENSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5283031, Location: 3.1 E WASTA INTERCHANGE (Lat: 44.067636, Lng: -102.387586), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 101 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 101 (year 2040), Design Load: HS 20, Features Intersected: I090, Facility Carried by Structure: JENSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 5283031, Location: 3.1 E WASTA INTERCHANGE (Lat: 44.067636, Lng: -102.387586), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 101 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 101 (year 2040), Design Load: HS 20, Features Intersected: I090, Facility Carried by Structure: JENSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 52831309, Location: 3.3 E WASTA INTERCH (Lat: 44.067383, Lng: -102.384156), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.75m (18.86ft), Average Daily Traffic: 4,075 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 5,717 (year 2041), Design Load: HS 20+Mod, Features Intersected: BULL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.187, Lanes on 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: 19.1m (62.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $50,000, Total Project Cost: $709,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 52831309, Location: 3.3 E WASTA INTERCH (Lat: 44.067383, Lng: -102.384156), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.75m (18.86ft), Average Daily Traffic: 4,075 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 5,717 (year 2041), Design Load: HS 20+Mod, Features Intersected: BULL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.187, Lanes on 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: 19.1m (62.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $50,000, Total Project Cost: $709,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 5283131, Location: 3.3 E WASTA INTERCH (Lat: 44.067150, Lng: -102.384158), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.75m (18.86ft), Average Daily Traffic: 4,075 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 5,717 (year 2041), Design Load: HS 20+Mod, Features Intersected: BULL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.187, Lanes on 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: 19.1m (62.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $50,000, Total Project Cost: $709,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 5283131, Location: 3.3 E WASTA INTERCH (Lat: 44.067150, Lng: -102.384158), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.75m (18.86ft), Average Daily Traffic: 4,075 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 5,717 (year 2041), Design Load: HS 20+Mod, Features Intersected: BULL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.187, Lanes on 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: 19.1m (62.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $50,000, Total Project Cost: $709,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 5283531, Location: 3.6 E WASTA INTERCH (Lat: 44.066953, Lng: -102.378400), Route carried "on" structure: Interstate 90, Year Built: 1996, Year Reconstructed: 1998, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 7,370 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 10,208 (year 2040), Design Load: HS 25 or greater, Features Intersected: CP/DM&E RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.686, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft)
Condition: Culverts: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 5283531, Location: 3.6 E WASTA INTERCH (Lat: 44.066953, Lng: -102.378400), Route carried "on" structure: Interstate 90, Year Built: 1996, Year Reconstructed: 1998, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 7,370 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 10,208 (year 2040), Design Load: HS 25 or greater, Features Intersected: CP/DM&E RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.686, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft)
Condition: Culverts: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 5280031, Location: WASTA INTERCHANGE (Lat: 44.065317, Lng: -102.447442), Route carried "under" structure: County highway , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 472 (year 2020), Truck Traffic: 3%, Features Intersected: BASE LINE RD, CP/DM&E RR, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 7.75m (25.43ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.5m (57.4ft)
Structure Number: 5280031, Location: WASTA INTERCHANGE (Lat: 44.065317, Lng: -102.447442), Route carried "under" structure: County highway , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 472 (year 2020), Truck Traffic: 3%, Features Intersected: BASE LINE RD, CP/DM&E RR, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 7.75m (25.43ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.5m (57.4ft)
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Structure Number: 52800311, Location: WASTA INTERCHANGE (Lat: 44.065122, Lng: -102.447692), Route carried "under" structure: County highway , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 472 (year 2020), Truck Traffic: 3%, Features Intersected: BASE LINE RD, CP/DM&E RR, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 8.15m (26.74ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.5m (57.4ft)
Structure Number: 52800311, Location: WASTA INTERCHANGE (Lat: 44.065122, Lng: -102.447692), Route carried "under" structure: County highway , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 472 (year 2020), Truck Traffic: 3%, Features Intersected: BASE LINE RD, CP/DM&E RR, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 8.15m (26.74ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.5m (57.4ft)
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Structure Number: 5283031, Location: 3.1 E WASTA INTERCHANGE (Lat: 44.067636, Lng: -102.387586), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,420 (year 2020), Truck Traffic: 22%, Features Intersected: I090, Facility Carried by Structure: JENSEN RD
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 162.914, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
Structure Number: 5283031, Location: 3.1 E WASTA INTERCHANGE (Lat: 44.067636, Lng: -102.387586), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,420 (year 2020), Truck Traffic: 22%, Features Intersected: I090, Facility Carried by Structure: JENSEN RD
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 162.914, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)