Bridge Statistics for Alexandria, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 92ft / 28.0mTotal length
- $48,000Total costs
- 40,169Total average daily traffic
- 8,669Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Alexandria
- No street view available for this location
- New bridges - historical statistics
- 81960-1969
- 21980-1989
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 57.1%Good
- 42.9%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Very good
- 28.6%Good
- 42.9%Satisfactory
- Bridge Condition - Substructure
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
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Structure Number: 31070122, Location: 2.1 W SD 262 INTERCH (Lat: 43.670131, Lng: -97.826453), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 6,825 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 10,940 (year 2041), Design Load: HS 20+Mod, Features Intersected: 419 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 550.363, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), 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: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 31070122, Location: 2.1 W SD 262 INTERCH (Lat: 43.670131, Lng: -97.826453), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 6,825 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 10,940 (year 2041), Design Load: HS 20+Mod, Features Intersected: 419 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 550.363, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), 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: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 31070123, Location: 2.1 W SD 262 INTERCH (Lat: 43.669850, Lng: -97.826456), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 6,825 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 10,940 (year 2041), Design Load: HS 20+Mod, Features Intersected: 419 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 550.363, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 31070123, Location: 2.1 W SD 262 INTERCH (Lat: 43.669850, Lng: -97.826456), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 6,825 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 10,940 (year 2041), Design Load: HS 20+Mod, Features Intersected: 419 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 550.363, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 31090126, Location: SD 262 INTERCHANGE (Lat: 43.665053, Lng: -97.786794), Route carried "on" structure: State highway 262, Year Built: 1965, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 2,524 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,892 (year 2041), Design Load: HS 20, Features Intersected: I090
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 573.136, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 31090126, Location: SD 262 INTERCHANGE (Lat: 43.665053, Lng: -97.786794), Route carried "on" structure: State highway 262, Year Built: 1965, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 2,524 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,892 (year 2041), Design Load: HS 20, Features Intersected: I090
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 573.136, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 31100148, Location: 1.0 S & 0.5 E ALEX (Lat: 43.631281, Lng: -97.766894), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 45 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 45 (year 2032), Design Load: HL 93, Features Intersected: PIERRE CK, Facility Carried by Structure: 25880 422 AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 31100148, Location: 1.0 S & 0.5 E ALEX (Lat: 43.631281, Lng: -97.766894), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 45 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 45 (year 2032), Design Load: HL 93, Features Intersected: PIERRE CK, Facility Carried by Structure: 25880 422 AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 3111012, Location: 1 N & 2 E ALEXANDRIA (Lat: 43.673328, Lng: -97.747450), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20+Mod, Features Intersected: PIERRE CK, Facility Carried by Structure: 42300 256 STREET
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $16,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3111012, Location: 1 N & 2 E ALEXANDRIA (Lat: 43.673328, Lng: -97.747450), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20+Mod, Features Intersected: PIERRE CK, Facility Carried by Structure: 42300 256 STREET
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $16,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3111113, Location: 2.1 EAST OF ALEXANDRIA (Lat: 43.659225, Lng: -97.743842), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2039), Features Intersected: PIERRE CK, Facility Carried by Structure: 42310 257 STREET
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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $16,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3111113, Location: 2.1 EAST OF ALEXANDRIA (Lat: 43.659225, Lng: -97.743842), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2039), Features Intersected: PIERRE CK, Facility Carried by Structure: 42310 257 STREET
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, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $16,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3111511, Location: 3.0 S & 4.5 E FULTON (Lat: 43.687883, Lng: -97.738175), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 70 (year 2032), Design Load: HS 20+Mod, Features Intersected: PIERRE CK, Facility Carried by Structure: 42350 255 STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $16,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3111511, Location: 3.0 S & 4.5 E FULTON (Lat: 43.687883, Lng: -97.738175), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 70 (year 2032), Design Load: HS 20+Mod, Features Intersected: PIERRE CK, Facility Carried by Structure: 42350 255 STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $16,000, Total Project Cost: $16,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31120126, Location: 3 E SD 262 INTERCH (Lat: 43.666131, Lng: -97.726747), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: I090, Facility Carried by Structure: 424 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 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: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31120126, Location: 3 E SD 262 INTERCH (Lat: 43.666131, Lng: -97.726747), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: I090, Facility Carried by Structure: 424 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 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: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31070122, Location: 2.1 W SD 262 INTERCH (Lat: 43.670131, Lng: -97.826453), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 70 (year 2020), Truck Traffic: 5%, Features Intersected: 419 AVE, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.7m (51.5ft)
Structure Number: 31070122, Location: 2.1 W SD 262 INTERCH (Lat: 43.670131, Lng: -97.826453), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 70 (year 2020), Truck Traffic: 5%, Features Intersected: 419 AVE, Facility Carried by Structure: I090 W
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.7m (51.5ft)
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Structure Number: 31070123, Location: 2.1 W SD 262 INTERCH (Lat: 43.669850, Lng: -97.826456), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 70 (year 2020), Truck Traffic: 5%, Features Intersected: 419 AVE, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.7m (51.5ft)
Structure Number: 31070123, Location: 2.1 W SD 262 INTERCH (Lat: 43.669850, Lng: -97.826456), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 70 (year 2020), Truck Traffic: 5%, Features Intersected: 419 AVE, Facility Carried by Structure: I090 E
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.7m (51.5ft)
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Structure Number: 31090126, Location: SD 262 INTERCHANGE (Lat: 43.665053, Lng: -97.786794), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 11,790 (year 2020), Truck Traffic: 23%, Features Intersected: I090, Facility Carried by Structure: SD262
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 553.647, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 31090126, Location: SD 262 INTERCHANGE (Lat: 43.665053, Lng: -97.786794), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 11,790 (year 2020), Truck Traffic: 23%, Features Intersected: I090, Facility Carried by Structure: SD262
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 553.647, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 31120126, Location: 3 E SD 262 INTERCH (Lat: 43.666131, Lng: -97.726747), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 11,790 (year 2020), Truck Traffic: 23%, Features Intersected: I090, Facility Carried by Structure: 424 AVE
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 558.507, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 31120126, Location: 3 E SD 262 INTERCH (Lat: 43.666131, Lng: -97.726747), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 11,790 (year 2020), Truck Traffic: 23%, Features Intersected: I090, Facility Carried by Structure: 424 AVE
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 558.507, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)