Bridge Statistics for Viborg, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 66ft / 20.2mTotal length
- $329,000Total costs
- 5,140Total average daily traffic
- 397Total average daily truck traffic
- 8,794Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Viborg
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 11980-1989
- 31990-1999
- 22000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 28.6%Very good
- 57.1%Good
- 14.3%Satisfactory
- Bridge Condition - Superstructure
- 57.1%Very good
- 42.9%Good
- Bridge Condition - Substructure
- 42.9%Very good
- 42.9%Good
- 14.3%Poor
- Bridge Condition - Channel
- 9.1%Very good
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 25.0%Good
- 50.0%Satisfactory
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Structure Number: 6312722, Location: 1N & 3.3W VIBORG (Lat: 43.184414, Lng: -97.146250), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 97 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Features Intersected: CK, Facility Carried by Structure: 45270 290 ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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, 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: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $24,000
Structure Number: 6312722, Location: 1N & 3.3W VIBORG (Lat: 43.184414, Lng: -97.146250), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 97 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97 (year 2032), Features Intersected: CK, Facility Carried by Structure: 45270 290 ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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, 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: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $24,000
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Structure Number: 63130222, Location: 3W & 0.8N VIBORG (Lat: 43.181667, Lng: -97.140781), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 100 (year 2032), Design Load: HS 20, Features Intersected: CK, Facility Carried by Structure: 29020 453 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 23.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $24,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 63130222, Location: 3W & 0.8N VIBORG (Lat: 43.181667, Lng: -97.140781), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 100 (year 2032), Design Load: HS 20, Features Intersected: CK, Facility Carried by Structure: 29020 453 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 23.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $24,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 63150265, Location: 1.0W & 3.5S VIBORG (Lat: 43.120375, Lng: -97.101333), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: FROG CK, Facility Carried by Structure: 29450 455 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $23,000
Structure Number: 63150265, Location: 1.0W & 3.5S VIBORG (Lat: 43.120375, Lng: -97.101333), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: FROG CK, Facility Carried by Structure: 29450 455 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $23,000
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Structure Number: 631562, Location: 3N & 0.4W VIBORG (Lat: 43.213803, Lng: -97.090419), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 46 (year 2032), Design Load: HS 20+Mod, Features Intersected: CK, Facility Carried by Structure: 45560 288TH ST
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.4 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: 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, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 631562, Location: 3N & 0.4W VIBORG (Lat: 43.213803, Lng: -97.090419), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 46 (year 2032), Design Load: HS 20+Mod, Features Intersected: CK, Facility Carried by Structure: 45560 288TH ST
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.4 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: 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, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 63160198, Location: 1.8 S JCT US 18 WEST (Lat: 43.217347, Lng: -97.081839), Route carried "on" structure: State highway 19, Year Built: 1963, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,420 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,376 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.211, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Total Project Cost: $175,000
Structure Number: 63160198, Location: 1.8 S JCT US 18 WEST (Lat: 43.217347, Lng: -97.081839), Route carried "on" structure: State highway 19, Year Built: 1963, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,420 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,376 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.211, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Total Project Cost: $175,000
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Structure Number: 63160202, Location: 2.1 S JCT US 18 WEST (Lat: 43.212008, Lng: -97.081800), Route carried "on" structure: State highway 19, Year Built: 1963, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,420 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,376 (year 2041), Design Load: HS 20, Features Intersected: TURKEY RIDGE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.631, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 63160202, Location: 2.1 S JCT US 18 WEST (Lat: 43.212008, Lng: -97.081800), Route carried "on" structure: State highway 19, Year Built: 1963, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,420 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,376 (year 2041), Design Load: HS 20, Features Intersected: TURKEY RIDGE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.631, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 63160223, Location: 4.3 S JCT US 18 WEST (Lat: 43.180908, Lng: -97.081628), Route carried "on" structure: State highway 19, Year Built: 1963, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,420 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,376 (year 2041), Design Load: HS 20, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.236, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $12,000
Structure Number: 63160223, Location: 4.3 S JCT US 18 WEST (Lat: 43.180908, Lng: -97.081628), Route carried "on" structure: State highway 19, Year Built: 1963, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,420 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,376 (year 2041), Design Load: HS 20, Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.236, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $12,000
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Structure Number: 6316721, Location: 2N & 0.7E VIBORG (Lat: 43.199408, Lng: -97.069006), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 200 (year 2032), Design Load: HS 20, Features Intersected: TURKEY RIDGE CK, Facility Carried by Structure: 45670 289 ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6316721, Location: 2N & 0.7E VIBORG (Lat: 43.199408, Lng: -97.069006), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 200 (year 2032), Design Load: HS 20, Features Intersected: TURKEY RIDGE CK, Facility Carried by Structure: 45670 289 ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 63180222, Location: 2E & 0.8N VIBORG (Lat: 43.182561, Lng: -97.042094), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 96 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 96 (year 2032), Design Load: HS 20, Features Intersected: TURKEY RIDGE CK, Facility Carried by Structure: 458TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 63180222, Location: 2E & 0.8N VIBORG (Lat: 43.182561, Lng: -97.042094), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 96 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 96 (year 2032), Design Load: HS 20, Features Intersected: TURKEY RIDGE CK, Facility Carried by Structure: 458TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 6318824, Location: 1S & 2.8E VIBORG (Lat: 43.155942, Lng: -97.026433), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 40 (year 2032), Features Intersected: TURKEY RIDGE CK, Facility Carried by Structure: 45880 292ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, 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: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6318824, Location: 1S & 2.8E VIBORG (Lat: 43.155942, Lng: -97.026433), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 40 (year 2032), Features Intersected: TURKEY RIDGE CK, Facility Carried by Structure: 45880 292ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, 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: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $17,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6318923, Location: 2.9E VIBORG (Lat: 43.170469, Lng: -97.024461), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 257 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,027 (year 2032), Design Load: HL 93, Features Intersected: CK, Facility Carried by Structure: 45890 291ST STREET
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6318923, Location: 2.9E VIBORG (Lat: 43.170469, Lng: -97.024461), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 257 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,027 (year 2032), Design Load: HL 93, Features Intersected: CK, Facility Carried by Structure: 45890 291ST STREET
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing