Bridge Statistics for Sandstone, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 157ft / 47.8mTotal length
- $999,999,000Total costs
- 66,106Total average daily traffic
- 4,844Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sandstone
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 61950-1959
- 11980-1989
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 33.3%Good
- 50.0%Fair
- Bridge Condition - Substructure
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 33.3%Excellent
- 66.7%Good
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Structure Number: 5718, Location: 1.5 MI NE OF S JCT 23 (Lat: 46.128911, Lng: -92.856619), Route carried "on" structure: State highway 123, Year Built: 1948, Status: Open, Structure Length: 12.28m (40.29ft), Average Daily Traffic: 2,652 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,850 (year 2039), Design Load: HS 15, Features Intersected: KETTLE RIVER; ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $111,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5718, Location: 1.5 MI NE OF S JCT 23 (Lat: 46.128911, Lng: -92.856619), Route carried "on" structure: State highway 123, Year Built: 1948, Status: Open, Structure Length: 12.28m (40.29ft), Average Daily Traffic: 2,652 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,850 (year 2039), Design Load: HS 15, Features Intersected: KETTLE RIVER; ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $111,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 58002, Location: 1.2 MI E OF N JCT TH 35 (Lat: 46.180017, Lng: -92.832575), Route carried "on" structure: State highway 23, Year Built: 1981, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 2,102 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2039), Design Load: HS 20, Features Intersected: KETTLE RIVER
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: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 58002, Location: 1.2 MI E OF N JCT TH 35 (Lat: 46.180017, Lng: -92.832575), Route carried "on" structure: State highway 23, Year Built: 1981, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 2,102 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2039), Design Load: HS 20, Features Intersected: KETTLE RIVER
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: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 58555, Location: 0.2 MI E OF JCT CSAH 28 (Lat: 46.121800, Lng: -92.882897), Route carried "on" structure: City street 87, Year Built: 2017, Status: Open, Structure Length: 7.84m (25.72ft), Average Daily Traffic: 1 (year 2017), Average Future Daily Traffic: 2 (year 2036), Design Load: HL 93, Features Intersected: SKUNK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.9m (127.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 58555, Location: 0.2 MI E OF JCT CSAH 28 (Lat: 46.121800, Lng: -92.882897), Route carried "on" structure: City street 87, Year Built: 2017, Status: Open, Structure Length: 7.84m (25.72ft), Average Daily Traffic: 1 (year 2017), Average Future Daily Traffic: 2 (year 2036), Design Load: HL 93, Features Intersected: SKUNK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.9m (127.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9786, Location: AT JCT TH23 S OFSANDSTON (Lat: 46.125186, Lng: -92.887839), Route carried "on" structure: County highway 61, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 3,250 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,250 (year 2039), Design Load: HS 20, Features Intersected: I 35
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: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9786, Location: AT JCT TH23 S OFSANDSTON (Lat: 46.125186, Lng: -92.887839), Route carried "on" structure: County highway 61, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 3,250 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,250 (year 2039), Design Load: HS 20, Features Intersected: I 35
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: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9791, Location: 3.4 MI N OF SANDSTONE (Lat: 46.171056, Lng: -92.866119), Route carried "on" structure: State highway 23, Year Built: 1959, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 2,302 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,450 (year 2039), Design Load: HS 20, Features Intersected: I 35
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: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.9m (78.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 9791, Location: 3.4 MI N OF SANDSTONE (Lat: 46.171056, Lng: -92.866119), Route carried "on" structure: State highway 23, Year Built: 1959, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 2,302 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,450 (year 2039), Design Load: HS 20, Features Intersected: I 35
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: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.9m (78.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 9792, Location: 4.2 MI N OF SANDSTONE (Lat: 46.179733, Lng: -92.856583), Route carried "on" structure: State highway 23, Year Built: 1959, Year Reconstructed: 2011, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,302 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,200 (year 2039), Design Load: HS 20, Features Intersected: I 35
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: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 9792, Location: 4.2 MI N OF SANDSTONE (Lat: 46.179733, Lng: -92.856583), Route carried "on" structure: State highway 23, Year Built: 1959, Year Reconstructed: 2011, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,302 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,200 (year 2039), Design Load: HS 20, Features Intersected: I 35
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: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 5718, Location: 1.5 MI NE OF S JCT 23 (Lat: 46.128911, Lng: -92.856619), Route carried "under" structure: City street 32, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 49 (year 1980), Features Intersected: KETTLE RIVER; ST, Facility Carried by Structure: MN 123
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Length of Maximum Span: 61.0m (200.1ft)
Structure Number: 5718, Location: 1.5 MI NE OF S JCT 23 (Lat: 46.128911, Lng: -92.856619), Route carried "under" structure: City street 32, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 49 (year 1980), Features Intersected: KETTLE RIVER; ST, Facility Carried by Structure: MN 123
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Length of Maximum Span: 61.0m (200.1ft)
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Structure Number: 9786, Location: AT JCT TH23 S OFSANDSTON (Lat: 46.125186, Lng: -92.887839), Route carried "under" structure: Interstate 35, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 17,816 (year 2019), Truck Traffic: 8%, Features Intersected: I 35, Facility Carried by Structure: CSAH 61
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.9m (55.4ft)
Structure Number: 9786, Location: AT JCT TH23 S OFSANDSTON (Lat: 46.125186, Lng: -92.887839), Route carried "under" structure: Interstate 35, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 17,816 (year 2019), Truck Traffic: 8%, Features Intersected: I 35, Facility Carried by Structure: CSAH 61
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.9m (55.4ft)
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Structure Number: 9791, Location: 3.4 MI N OF SANDSTONE (Lat: 46.171056, Lng: -92.866119), Route carried "under" structure: Interstate 35, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 17,816 (year 2019), Truck Traffic: 8%, Features Intersected: I 35, Facility Carried by Structure: MN 23
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.9m (78.4ft)
Structure Number: 9791, Location: 3.4 MI N OF SANDSTONE (Lat: 46.171056, Lng: -92.866119), Route carried "under" structure: Interstate 35, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 17,816 (year 2019), Truck Traffic: 8%, Features Intersected: I 35, Facility Carried by Structure: MN 23
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.9m (78.4ft)
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Structure Number: 9792, Location: 4.2 MI N OF SANDSTONE (Lat: 46.179733, Lng: -92.856583), Route carried "under" structure: Interstate 35, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 17,816 (year 2019), Truck Traffic: 8%, Features Intersected: I 35, Facility Carried by Structure: MN 23
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.5m (60.7ft)
Structure Number: 9792, Location: 4.2 MI N OF SANDSTONE (Lat: 46.179733, Lng: -92.856583), Route carried "under" structure: Interstate 35, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 17,816 (year 2019), Truck Traffic: 8%, Features Intersected: I 35, Facility Carried by Structure: MN 23
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.5m (60.7ft)