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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 in Wasta, SD - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 71960-1969
  • 11990-1999
  • 52000-2009
Average Bridge Daily Traffic in Wasta, SD
Average Bridge Truck Traffic in Wasta, SD
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 30.0%Good
  • 40.0%Satisfactory
  • 30.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 60.0%Good
  • 40.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 50.0%Good
  • 30.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Channel
  • 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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)

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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)

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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)

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