Bridge Statistics for Worthington, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 50Number of bridges
- 384ft / 117mTotal length
- 132,565Total average daily traffic
- 16,015Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Worthington
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 201960-1969
- 61970-1979
- 71980-1989
- 61990-1999
- 32000-2009
- 62010-2019
- 12020-2022
- Bridge Condition - Deck
- 7.7%Very good
- 30.8%Good
- 46.2%Satisfactory
- 15.4%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 30.8%Good
- 53.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Substructure
- 7.7%Very good
- 15.4%Good
- 15.4%Satisfactory
- 61.5%Fair
- Bridge Condition - Channel
- 3.3%Excellent
- 63.3%Very good
- 6.7%Good
- 23.3%Satisfactory
- 3.3%Poor
- Bridge Condition - Culverts
- 7.4%Excellent
- 77.8%Very good
- 11.1%Good
- 3.7%Fair
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Structure Number: 53008, Location: IN WORTHINGTON (Lat: 43.627750, Lng: -95.580003), Route carried "on" structure: , Year Built: 2013, Status: Open, Structure Length: 5.18m (16.99ft), Features Intersected: TH 60, Facility Carried by Structure: RAILROAD
Lanes under structure: 4, Owner: State Highway Agency, Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Underclear: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 53008, Location: IN WORTHINGTON (Lat: 43.627750, Lng: -95.580003), Route carried "on" structure: , Year Built: 2013, Status: Open, Structure Length: 5.18m (16.99ft), Features Intersected: TH 60, Facility Carried by Structure: RAILROAD
Lanes under structure: 4, Owner: State Highway Agency, Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Underclear: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 53509, Location: 2.2 MI N OF JCT CSAH 4 (Lat: 43.575578, Lng: -95.573394), Route carried "on" structure: County highway 5, Year Built: 1965, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,100 (year 2015), Average Future Daily Traffic: 1,100 (year 2039), Design Load: H 20, Features Intersected: LAKE OCHEDIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53509, Location: 2.2 MI N OF JCT CSAH 4 (Lat: 43.575578, Lng: -95.573394), Route carried "on" structure: County highway 5, Year Built: 1965, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,100 (year 2015), Average Future Daily Traffic: 1,100 (year 2039), Design Load: H 20, Features Intersected: LAKE OCHEDIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53526, Location: 1.7 MI S OF JCT CSAH 14 (Lat: 43.678200, Lng: -95.573322), Route carried "on" structure: County highway 75, Year Built: 1979, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 42 (year 1986), Average Future Daily Traffic: 42 (year 2029), Design Load: HS 20, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Poor, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53526, Location: 1.7 MI S OF JCT CSAH 14 (Lat: 43.678200, Lng: -95.573322), Route carried "on" structure: County highway 75, Year Built: 1979, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 42 (year 1986), Average Future Daily Traffic: 42 (year 2029), Design Load: HS 20, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Poor, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53813, Location: AT JCT TH 266 (Lat: 43.637897, Lng: -95.623444), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 5,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 20+Mod, Features Intersected: CSAH 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 53813, Location: AT JCT TH 266 (Lat: 43.637897, Lng: -95.623444), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 5,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 20+Mod, Features Intersected: CSAH 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 53814, Location: AT JCT TH 266 (Lat: 43.637689, Lng: -95.623078), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 5,337 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 20, Features Intersected: CSAH 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 53814, Location: AT JCT TH 266 (Lat: 43.637689, Lng: -95.623078), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 5,337 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 20, Features Intersected: CSAH 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 53815, Location: 0.6 MI E OF JCT TH 266 (Lat: 43.637919, Lng: -95.611214), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 5,500 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 20, Features Intersected: ROWE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 53815, Location: 0.6 MI E OF JCT TH 266 (Lat: 43.637919, Lng: -95.611214), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 5,500 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 20, Features Intersected: ROWE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 53816, Location: 0.6 MI E OF JCT TH 266 (Lat: 43.637692, Lng: -95.611047), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 5,337 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 20, Features Intersected: ROWE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 53816, Location: 0.6 MI E OF JCT TH 266 (Lat: 43.637692, Lng: -95.611047), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 5,337 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 20, Features Intersected: ROWE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 53817, Location: AT JCT TH 59 (Lat: 43.638061, Lng: -95.593514), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 5,750 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 5,750 (year 2039), Design Load: HS 20+Mod, Features Intersected: TH 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 53817, Location: AT JCT TH 59 (Lat: 43.638061, Lng: -95.593514), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 5,750 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 5,750 (year 2039), Design Load: HS 20+Mod, Features Intersected: TH 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 53818, Location: AT JCT TH 59 (Lat: 43.637811, Lng: -95.593522), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 6,200 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 5,750 (year 2039), Design Load: HS 20, Features Intersected: TH 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 53818, Location: AT JCT TH 59 (Lat: 43.637811, Lng: -95.593522), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 6,200 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 5,750 (year 2039), Design Load: HS 20, Features Intersected: TH 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 53819, Location: AT JCT TH 60 (Lat: 43.637781, Lng: -95.565422), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 19.34m (63.45ft), Average Daily Traffic: 4,450 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 4,450 (year 2039), Design Load: HS 20, Features Intersected: UP RR; TH 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 53819, Location: AT JCT TH 60 (Lat: 43.637781, Lng: -95.565422), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 19.34m (63.45ft), Average Daily Traffic: 4,450 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 4,450 (year 2039), Design Load: HS 20, Features Intersected: UP RR; TH 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 5382, Location: AT JCT TH 60 (Lat: 43.637547, Lng: -95.565475), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 19.77m (64.86ft), Average Daily Traffic: 4,568 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 4,450 (year 2039), Design Load: HS 20, Features Intersected: UP RR; TH 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 5382, Location: AT JCT TH 60 (Lat: 43.637547, Lng: -95.565475), Route carried "on" structure: Interstate 90, Year Built: 1968, Status: Open, Structure Length: 19.77m (64.86ft), Average Daily Traffic: 4,568 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 4,450 (year 2039), Design Load: HS 20, Features Intersected: UP RR; TH 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 53821, Location: 2.7 MI E OF JCT TH 60 (Lat: 43.637817, Lng: -95.512681), Route carried "on" structure: County highway 3, Year Built: 1968, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 330 (year 2015), Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: I 90
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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 53821, Location: 2.7 MI E OF JCT TH 60 (Lat: 43.637817, Lng: -95.512681), Route carried "on" structure: County highway 3, Year Built: 1968, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 330 (year 2015), Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: I 90
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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 53J13, Location: 1.6 MI S OF JCT CSAH 14 (Lat: 43.680700, Lng: -95.613364), Route carried "on" structure: County highway 86, Year Built: 1999, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 49 (year 1994), Average Future Daily Traffic: 49 (year 2029), Design Load: HS 25 or greater, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 53J13, Location: 1.6 MI S OF JCT CSAH 14 (Lat: 43.680700, Lng: -95.613364), Route carried "on" structure: County highway 86, Year Built: 1999, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 49 (year 1994), Average Future Daily Traffic: 49 (year 2029), Design Load: HS 25 or greater, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
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Structure Number: 53J14, Location: 0.1 MI W OF JCT TH 59 (Lat: 43.674508, Lng: -95.593497), Route carried "on" structure: County highway 81, Year Built: 1997, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 45 (year 1996), Average Future Daily Traffic: 45 (year 2029), Design Load: HS 25 or greater, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
Structure Number: 53J14, Location: 0.1 MI W OF JCT TH 59 (Lat: 43.674508, Lng: -95.593497), Route carried "on" structure: County highway 81, Year Built: 1997, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 45 (year 1996), Average Future Daily Traffic: 45 (year 2029), Design Load: HS 25 or greater, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
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Structure Number: 53J18, Location: 0.7 MI E OF JCT TH 59 (Lat: 43.674500, Lng: -95.578408), Route carried "on" structure: County highway 81, Year Built: 1998, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5 (year 1986), Average Future Daily Traffic: 5 (year 2029), Design Load: HS 25 or greater, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
Structure Number: 53J18, Location: 0.7 MI E OF JCT TH 59 (Lat: 43.674500, Lng: -95.578408), Route carried "on" structure: County highway 81, Year Built: 1998, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5 (year 1986), Average Future Daily Traffic: 5 (year 2029), Design Load: HS 25 or greater, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
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Structure Number: 53J33, Location: 1.1 MI S OF JCT CSAH14 (Lat: 43.687164, Lng: -95.613492), Route carried "on" structure: County highway 86, Year Built: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 48 (year 1994), Average Future Daily Traffic: 48 (year 2029), Design Load: HS 25 or greater, Features Intersected: JUD DITCH # 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 53J33, Location: 1.1 MI S OF JCT CSAH14 (Lat: 43.687164, Lng: -95.613492), Route carried "on" structure: County highway 86, Year Built: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 48 (year 1994), Average Future Daily Traffic: 48 (year 2029), Design Load: HS 25 or greater, Features Intersected: JUD DITCH # 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
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Structure Number: 53J38, Location: 0.1 MI E OF JCT TH 59 (Lat: 43.634831, Lng: -95.598206), Route carried "on" structure: City street 118, Year Built: 1999, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 7,000 (year 2015), Average Future Daily Traffic: 7,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
Structure Number: 53J38, Location: 0.1 MI E OF JCT TH 59 (Lat: 43.634831, Lng: -95.598206), Route carried "on" structure: City street 118, Year Built: 1999, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 7,000 (year 2015), Average Future Daily Traffic: 7,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
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Structure Number: 53J42, Location: 0.8 mi S of jct TH 59 (Lat: 43.604244, Lng: -95.593528), Route carried "on" structure: County highway 213, Year Built: 2002, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 49 (year 2003), Average Future Daily Traffic: 49 (year 2029), Design Load: HS 25 or greater, Features Intersected: Co Ditch # 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
Structure Number: 53J42, Location: 0.8 mi S of jct TH 59 (Lat: 43.604244, Lng: -95.593528), Route carried "on" structure: County highway 213, Year Built: 2002, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 49 (year 2003), Average Future Daily Traffic: 49 (year 2029), Design Load: HS 25 or greater, Features Intersected: Co Ditch # 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
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Structure Number: 53J61, Location: 1.4 MI S OF JCT CSAH 14 (Lat: 43.684075, Lng: -95.553383), Route carried "on" structure: County highway 361, Year Built: 2006, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 20 (year 2029), Design Load: HS 25 or greater, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
Structure Number: 53J61, Location: 1.4 MI S OF JCT CSAH 14 (Lat: 43.684075, Lng: -95.553383), Route carried "on" structure: County highway 361, Year Built: 2006, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 20 (year 2029), Design Load: HS 25 or greater, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
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Structure Number: 53J77, Location: 1.1 MI E OF JCT TH 59 (Lat: 43.644933, Lng: -95.573483), Route carried "on" structure: County highway 328, Year Built: 2012, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 49 (year 2012), Average Future Daily Traffic: 49 (year 2032), Design Load: HL 93, Features Intersected: CD #12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 53J77, Location: 1.1 MI E OF JCT TH 59 (Lat: 43.644933, Lng: -95.573483), Route carried "on" structure: County highway 328, Year Built: 2012, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 49 (year 2012), Average Future Daily Traffic: 49 (year 2032), Design Load: HL 93, Features Intersected: CD #12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 53J79, Location: 1.3 MI N OF JCT TH 59 (Lat: 43.613139, Lng: -95.636636), Route carried "on" structure: County highway 10, Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,600 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2039), Design Load: HL 93, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 53J79, Location: 1.3 MI N OF JCT TH 59 (Lat: 43.613139, Lng: -95.636636), Route carried "on" structure: County highway 10, Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,600 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2039), Design Load: HL 93, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 53J98, Location: 0.8 MI W OF JCT CSAH 3 (Lat: 43.688928, Lng: -95.548364), Route carried "on" structure: County highway 219, Year Built: 2015, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 49 (year 2016), Average Future Daily Traffic: 49 (year 2036), Design Load: HL 93, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 53J98, Location: 0.8 MI W OF JCT CSAH 3 (Lat: 43.688928, Lng: -95.548364), Route carried "on" structure: County highway 219, Year Built: 2015, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 49 (year 2016), Average Future Daily Traffic: 49 (year 2036), Design Load: HL 93, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 53K08, Location: 0.6 MI S OF JCT CSAH 35 (Lat: 43.624269, Lng: -95.616478), Route carried "on" structure: City street 115, Year Built: 2020, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 3,789 (year 2019), Average Future Daily Traffic: 5,683 (year 2039), Design Load: HL 93, Features Intersected: WHISKEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 53K08, Location: 0.6 MI S OF JCT CSAH 35 (Lat: 43.624269, Lng: -95.616478), Route carried "on" structure: City street 115, Year Built: 2020, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 3,789 (year 2019), Average Future Daily Traffic: 5,683 (year 2039), Design Load: HL 93, Features Intersected: WHISKEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 53X07, Location: 1.1 MI N OF WORTHINGTON (Lat: 43.642958, Lng: -95.593467), Route carried "on" structure: US 59, Year Built: 2013, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,900 (year 2039), Design Load: HL 93, Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
Structure Number: 53X07, Location: 1.1 MI N OF WORTHINGTON (Lat: 43.642958, Lng: -95.593467), Route carried "on" structure: US 59, Year Built: 2013, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,900 (year 2039), Design Load: HL 93, Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
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Structure Number: 8555, Location: 1.0 MI W OF JCT TH 59 (Lat: 43.631022, Lng: -95.613547), Route carried "on" structure: County highway 35, Year Built: 1942, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,300 (year 2011), Average Future Daily Traffic: 6,300 (year 2039), Design Load: HS 15, Features Intersected: WHISKEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 8555, Location: 1.0 MI W OF JCT TH 59 (Lat: 43.631022, Lng: -95.613547), Route carried "on" structure: County highway 35, Year Built: 1942, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,300 (year 2011), Average Future Daily Traffic: 6,300 (year 2039), Design Load: HS 15, Features Intersected: WHISKEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 91441, Location: 1.2 MI S OF JCT CSAH 36 (Lat: 43.643322, Lng: -95.512611), Route carried "on" structure: County highway 3, Year Built: 1977, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 330 (year 2015), Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
Structure Number: 91441, Location: 1.2 MI S OF JCT CSAH 36 (Lat: 43.643322, Lng: -95.512611), Route carried "on" structure: County highway 3, Year Built: 1977, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 330 (year 2015), Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
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Structure Number: 91664, Location: 1.3 MI W OF JCT TH 59 (Lat: 43.689053, Lng: -95.619069), Route carried "on" structure: County highway 219, Year Built: 1979, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 49 (year 1994), Average Future Daily Traffic: 49 (year 2029), Design Load: HS 20, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 91664, Location: 1.3 MI W OF JCT TH 59 (Lat: 43.689053, Lng: -95.619069), Route carried "on" structure: County highway 219, Year Built: 1979, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 49 (year 1994), Average Future Daily Traffic: 49 (year 2029), Design Load: HS 20, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 91666, Location: 0.8 MI N OF JCT CSAH 14 (Lat: 43.713961, Lng: -95.553164), Route carried "on" structure: County highway 361, Year Built: 1978, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 24 (year 1986), Average Future Daily Traffic: 24 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 91666, Location: 0.8 MI N OF JCT CSAH 14 (Lat: 43.713961, Lng: -95.553164), Route carried "on" structure: County highway 361, Year Built: 1978, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 24 (year 1986), Average Future Daily Traffic: 24 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
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Structure Number: 91667, Location: 1.3 MI E OF JCT TH 59 (Lat: 43.718047, Lng: -95.567269), Route carried "on" structure: County highway 153, Year Built: 1978, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 31 (year 1986), Average Future Daily Traffic: 31 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 91667, Location: 1.3 MI E OF JCT TH 59 (Lat: 43.718047, Lng: -95.567269), Route carried "on" structure: County highway 153, Year Built: 1978, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 31 (year 1986), Average Future Daily Traffic: 31 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 91755, Location: 0.4 MI W OF JCT CSAH 10 (Lat: 43.616394, Lng: -95.642197), Route carried "on" structure: City street 163, Year Built: 1980, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 310 (year 1986), Average Future Daily Traffic: 310 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
Structure Number: 91755, Location: 0.4 MI W OF JCT CSAH 10 (Lat: 43.616394, Lng: -95.642197), Route carried "on" structure: City street 163, Year Built: 1980, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 310 (year 1986), Average Future Daily Traffic: 310 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
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Structure Number: 91905, Location: 1.3 MI W OF JCT TH 59 (Lat: 43.587375, Lng: -95.669303), Route carried "on" structure: County highway 28, Year Built: 1980, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 49 (year 1994), Average Future Daily Traffic: 49 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
Structure Number: 91905, Location: 1.3 MI W OF JCT TH 59 (Lat: 43.587375, Lng: -95.669303), Route carried "on" structure: County highway 28, Year Built: 1980, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 49 (year 1994), Average Future Daily Traffic: 49 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
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Structure Number: 91906, Location: 1.4 MI N OF JCT CSAH 6 (Lat: 43.578756, Lng: -95.693786), Route carried "on" structure: County highway 349, Year Built: 1980, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 7 (year 1986), Average Future Daily Traffic: 7 (year 2029), Design Load: HS 20, Features Intersected: JUD DITCH # 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
Structure Number: 91906, Location: 1.4 MI N OF JCT CSAH 6 (Lat: 43.578756, Lng: -95.693786), Route carried "on" structure: County highway 349, Year Built: 1980, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 7 (year 1986), Average Future Daily Traffic: 7 (year 2029), Design Load: HS 20, Features Intersected: JUD DITCH # 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
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Structure Number: 93003, Location: 0.3 MI S OF JCT CSAH 35 (Lat: 43.627553, Lng: -95.615019), Route carried "on" structure: City street 102, Year Built: 1973, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 1,400 (year 2011), Average Future Daily Traffic: 1,400 (year 2039), Design Load: HS 20, Features Intersected: WHISKEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 93003, Location: 0.3 MI S OF JCT CSAH 35 (Lat: 43.627553, Lng: -95.615019), Route carried "on" structure: City street 102, Year Built: 1973, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 1,400 (year 2011), Average Future Daily Traffic: 1,400 (year 2039), Design Load: HS 20, Features Intersected: WHISKEY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 95204, Location: 0.7 MI W OF JCT CSAH 3 (Lat: 43.717964, Lng: -95.547797), Route carried "on" structure: County highway 153, Year Built: 1980, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 24 (year 1986), Average Future Daily Traffic: 24 (year 2029), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 95204, Location: 0.7 MI W OF JCT CSAH 3 (Lat: 43.717964, Lng: -95.547797), Route carried "on" structure: County highway 153, Year Built: 1980, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 24 (year 1986), Average Future Daily Traffic: 24 (year 2029), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 95236, Location: 1.8 MI W OF E CO LINE (Lat: 43.645217, Lng: -95.489525), Route carried "on" structure: County highway 78, Year Built: 1982, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35 (year 1986), Average Future Daily Traffic: 35 (year 2029), Design Load: HS 20, Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
Structure Number: 95236, Location: 1.8 MI W OF E CO LINE (Lat: 43.645217, Lng: -95.489525), Route carried "on" structure: County highway 78, Year Built: 1982, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35 (year 1986), Average Future Daily Traffic: 35 (year 2029), Design Load: HS 20, Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
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Structure Number: 95237, Location: 1.3 MI W OF JCT CSAH 5 (Lat: 43.588489, Lng: -95.598267), Route carried "on" structure: County highway 28, Year Built: 1980, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 23 (year 1986), Average Future Daily Traffic: 23 (year 2029), Features Intersected: JUD DITCH # 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 95237, Location: 1.3 MI W OF JCT CSAH 5 (Lat: 43.588489, Lng: -95.598267), Route carried "on" structure: County highway 28, Year Built: 1980, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 23 (year 1986), Average Future Daily Traffic: 23 (year 2029), Features Intersected: JUD DITCH # 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 95254, Location: 0.8 MI S OF JCT TH 60 (Lat: 43.647767, Lng: -95.532725), Route carried "on" structure: County highway 77, Year Built: 1981, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 20 (year 1986), Average Future Daily Traffic: 20 (year 2029), Design Load: HS 20, Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 95254, Location: 0.8 MI S OF JCT TH 60 (Lat: 43.647767, Lng: -95.532725), Route carried "on" structure: County highway 77, Year Built: 1981, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 20 (year 1986), Average Future Daily Traffic: 20 (year 2029), Design Load: HS 20, Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 968, Location: 1.0 MI NE OF JCT TH 90 (Lat: 43.646661, Lng: -95.551667), Route carried "on" structure: State highway 60, Year Built: 1996, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 8,700 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 8,200 (year 2039), Design Load: HS 25 or greater, Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 10 degrees, 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: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 968, Location: 1.0 MI NE OF JCT TH 90 (Lat: 43.646661, Lng: -95.551667), Route carried "on" structure: State highway 60, Year Built: 1996, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 8,700 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 8,200 (year 2039), Design Load: HS 25 or greater, Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 10 degrees, 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: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 97566, Location: 0.8 MI S OF JCT CSAH 36 (Lat: 43.647947, Lng: -95.492572), Route carried "on" structure: County highway 78, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 26 (year 1986), Average Future Daily Traffic: 26 (year 2029), Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 97566, Location: 0.8 MI S OF JCT CSAH 36 (Lat: 43.647947, Lng: -95.492572), Route carried "on" structure: County highway 78, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 26 (year 1986), Average Future Daily Traffic: 26 (year 2029), Features Intersected: OKABENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: L2527, Location: 0.5 MI W OF JCT TH 59 (Lat: 43.688914, Lng: -95.602111), Route carried "on" structure: Business County highway 219, Year Built: 1968, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3 (year 1986), Average Future Daily Traffic: 3 (year 2029), Design Load: H 20, Features Intersected: CO DITCH #8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: L2527, Location: 0.5 MI W OF JCT TH 59 (Lat: 43.688914, Lng: -95.602111), Route carried "on" structure: Business County highway 219, Year Built: 1968, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3 (year 1986), Average Future Daily Traffic: 3 (year 2029), Design Load: H 20, Features Intersected: CO DITCH #8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53008, Location: IN WORTHINGTON (Lat: 43.627750, Lng: -95.580003), Route carried "under" structure: State highway 60, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2019), Truck Traffic: 21%, Features Intersected: TH 60, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 53008, Location: IN WORTHINGTON (Lat: 43.627750, Lng: -95.580003), Route carried "under" structure: State highway 60, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2019), Truck Traffic: 21%, Features Intersected: TH 60, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 53813, Location: AT JCT TH 266 (Lat: 43.637897, Lng: -95.623444), Route carried "under" structure: County highway 25, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 2,250 (year 2002), Truck Traffic: 9%, Features Intersected: CSAH 25, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.2m (79.4ft)
Structure Number: 53813, Location: AT JCT TH 266 (Lat: 43.637897, Lng: -95.623444), Route carried "under" structure: County highway 25, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 2,250 (year 2002), Truck Traffic: 9%, Features Intersected: CSAH 25, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.2m (79.4ft)
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Structure Number: 53814, Location: AT JCT TH 266 (Lat: 43.637689, Lng: -95.623078), Route carried "under" structure: County highway 25, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 2,250 (year 2002), Truck Traffic: 9%, Features Intersected: CSAH 25, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.2m (79.4ft)
Structure Number: 53814, Location: AT JCT TH 266 (Lat: 43.637689, Lng: -95.623078), Route carried "under" structure: County highway 25, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 2,250 (year 2002), Truck Traffic: 9%, Features Intersected: CSAH 25, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.2m (79.4ft)
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Structure Number: 53815, Location: 0.6 MI E OF JCT TH 266 (Lat: 43.637919, Lng: -95.611214), Route carried "under" structure: City street 36, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 91 (year 1970), Features Intersected: ROWE AVE, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.77m (22.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft)
Structure Number: 53815, Location: 0.6 MI E OF JCT TH 266 (Lat: 43.637919, Lng: -95.611214), Route carried "under" structure: City street 36, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 91 (year 1970), Features Intersected: ROWE AVE, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.77m (22.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft)
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Structure Number: 53816, Location: 0.6 MI E OF JCT TH 266 (Lat: 43.637692, Lng: -95.611047), Route carried "under" structure: City street 36, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 91 (year 1970), Features Intersected: ROWE AVE, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft)
Structure Number: 53816, Location: 0.6 MI E OF JCT TH 266 (Lat: 43.637692, Lng: -95.611047), Route carried "under" structure: City street 36, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 91 (year 1970), Features Intersected: ROWE AVE, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft)
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Structure Number: 53817, Location: AT JCT TH 59 (Lat: 43.638061, Lng: -95.593514), Route carried "under" structure: US 59, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 8,600 (year 2019), Truck Traffic: 5%, Features Intersected: TH 59, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
Structure Number: 53817, Location: AT JCT TH 59 (Lat: 43.638061, Lng: -95.593514), Route carried "under" structure: US 59, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 8,600 (year 2019), Truck Traffic: 5%, Features Intersected: TH 59, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
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Structure Number: 53818, Location: AT JCT TH 59 (Lat: 43.637811, Lng: -95.593522), Route carried "under" structure: US 59, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 8,600 (year 2019), Truck Traffic: 5%, Features Intersected: TH 59, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
Structure Number: 53818, Location: AT JCT TH 59 (Lat: 43.637811, Lng: -95.593522), Route carried "under" structure: US 59, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 8,600 (year 2019), Truck Traffic: 5%, Features Intersected: TH 59, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft)
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Structure Number: 53819, Location: AT JCT TH 60 (Lat: 43.637781, Lng: -95.565422), Route carried "under" structure: State highway 60, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2019), Truck Traffic: 20%, Features Intersected: UP RR; TH 60, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
Structure Number: 53819, Location: AT JCT TH 60 (Lat: 43.637781, Lng: -95.565422), Route carried "under" structure: State highway 60, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2019), Truck Traffic: 20%, Features Intersected: UP RR; TH 60, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
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Structure Number: 5382, Location: AT JCT TH 60 (Lat: 43.637547, Lng: -95.565475), Route carried "under" structure: State highway 60, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2019), Truck Traffic: 20%, Features Intersected: UP RR; TH 60, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
Structure Number: 5382, Location: AT JCT TH 60 (Lat: 43.637547, Lng: -95.565475), Route carried "under" structure: State highway 60, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2019), Truck Traffic: 20%, Features Intersected: UP RR; TH 60, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
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Structure Number: 53821, Location: 2.7 MI E OF JCT TH 60 (Lat: 43.637817, Lng: -95.512681), Route carried "under" structure: Interstate 90, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 9,135 (year 2019), Truck Traffic: 14%, Features Intersected: I 90, Facility Carried by Structure: CSAH 3
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.5m (67.3ft)
Structure Number: 53821, Location: 2.7 MI E OF JCT TH 60 (Lat: 43.637817, Lng: -95.512681), Route carried "under" structure: Interstate 90, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 9,135 (year 2019), Truck Traffic: 14%, Features Intersected: I 90, Facility Carried by Structure: CSAH 3
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.5m (67.3ft)