Bridge Statistics for Shoreview, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 190ft / 58.3mTotal length
- $999,999,000Total costs
- 890,450Total average daily traffic
- 62,982Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Shoreview
- No street view available for this location
- New bridges - historical statistics
- 61950-1959
- 21960-1969
- 21980-1989
- 61990-1999
- 22010-2019
- 22020-2022
- Bridge Condition - Deck
- 9.1%Very good
- 45.5%Good
- 36.4%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 27.3%Good
- 45.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 18.2%Good
- 36.4%Satisfactory
- 27.3%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Good
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Structure Number: 62566, Location: 0.2 MI S OF JCT CSAH 1 (Lat: 45.120767, Lng: -93.165275), Route carried "on" structure: County highway 51, Year Built: 1993, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10,200 (year 2011), Average Future Daily Traffic: 10,200 (year 2039), Design Load: HS 25 or greater, Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 62566, Location: 0.2 MI S OF JCT CSAH 1 (Lat: 45.120767, Lng: -93.165275), Route carried "on" structure: County highway 51, Year Built: 1993, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10,200 (year 2011), Average Future Daily Traffic: 10,200 (year 2039), Design Load: HS 25 or greater, Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 62582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050633, Lng: -93.115569), Route carried "on" structure: , Year Built: 1996, Status: Open, Structure Length: 7.69m (25.23ft), Features Intersected: I 694; CR 99, Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 12, Owner: City or Municipal Highway Agency, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Underclear: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 62582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050633, Lng: -93.115569), Route carried "on" structure: , Year Built: 1996, Status: Open, Structure Length: 7.69m (25.23ft), Features Intersected: I 694; CR 99, Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 12, Owner: City or Municipal Highway Agency, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Underclear: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 62723, Location: 1.2 MI E OF JCT TH 51 (Lat: 45.056950, Lng: -93.134444), Route carried "on" structure: Interstate 694, Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 60,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 50,500 (year 2039), Design Load: HL 93, Features Intersected: ISLAND LAKE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.3 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: Equal to present desirable criteria, 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: 62723, Location: 1.2 MI E OF JCT TH 51 (Lat: 45.056950, Lng: -93.134444), Route carried "on" structure: Interstate 694, Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 60,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 50,500 (year 2039), Design Load: HL 93, Features Intersected: ISLAND LAKE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.3 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: Equal to present desirable criteria, 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: 62724, Location: 1.2 MI E OF JCT TH 51 (Lat: 45.056819, Lng: -93.134469), Route carried "on" structure: Interstate 694, Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 60,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 50,500 (year 2039), Design Load: HL 93, Features Intersected: ISLAND LAKE CHANNEL
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: 20.3m (66.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 67.3 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: Equal to present desirable criteria, 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: 62724, Location: 1.2 MI E OF JCT TH 51 (Lat: 45.056819, Lng: -93.134469), Route carried "on" structure: Interstate 694, Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 60,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 50,500 (year 2039), Design Load: HL 93, Features Intersected: ISLAND LAKE CHANNEL
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: 20.3m (66.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 67.3 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: Equal to present desirable criteria, 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: 62823, Location: 1.4 MI E OF JCT TH 51 (Lat: 45.056147, Lng: -93.131394), Route carried "on" structure: County highway 52, Year Built: 1992, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 10,700 (year 2014), Average Future Daily Traffic: 10,700 (year 2039), Design Load: HS 25 or greater, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.5m (106.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 62823, Location: 1.4 MI E OF JCT TH 51 (Lat: 45.056147, Lng: -93.131394), Route carried "on" structure: County highway 52, Year Built: 1992, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 10,700 (year 2014), Average Future Daily Traffic: 10,700 (year 2039), Design Load: HS 25 or greater, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.5m (106.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: August 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: 62824, Location: 0.5 MI E OF JCT TH 51 (Lat: 45.059619, Lng: -93.147178), Route carried "on" structure: County highway 51, Year Built: 1986, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 21,900 (year 2014), Average Future Daily Traffic: 21,900 (year 2039), Design Load: HS 20, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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: 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 62824, Location: 0.5 MI E OF JCT TH 51 (Lat: 45.059619, Lng: -93.147178), Route carried "on" structure: County highway 51, Year Built: 1986, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 21,900 (year 2014), Average Future Daily Traffic: 21,900 (year 2039), Design Load: HS 20, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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: 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 62945, Location: 0.98 MI NW OF JCT TH 35E (Lat: 45.045700, Lng: -93.107633), Route carried "on" structure: Ramp Interstate 7611, Year Built: 2020, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 5,250 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,250 (year 2038), Design Load: HL 93, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.3 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: 44.4 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: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 62945, Location: 0.98 MI NW OF JCT TH 35E (Lat: 45.045700, Lng: -93.107633), Route carried "on" structure: Ramp Interstate 7611, Year Built: 2020, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 5,250 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,250 (year 2038), Design Load: HL 93, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.3 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: 44.4 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: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 6581, Location: 0.3 MI NW OF JCT TH 49 (Lat: 45.047733, Lng: -93.111083), Route carried "on" structure: , Year Built: 1959, Status: Open, Structure Length: 7.85m (25.75ft), Features Intersected: I 694, Facility Carried by Structure: RAILROAD
Lanes under structure: 4, Owner: State Highway Agency, Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.0m (85.3ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Underclear: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $110,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Steel plate
Structure Number: 6581, Location: 0.3 MI NW OF JCT TH 49 (Lat: 45.047733, Lng: -93.111083), Route carried "on" structure: , Year Built: 1959, Status: Open, Structure Length: 7.85m (25.75ft), Features Intersected: I 694, Facility Carried by Structure: RAILROAD
Lanes under structure: 4, Owner: State Highway Agency, Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.0m (85.3ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Underclear: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $110,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Steel plate
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Structure Number: 6582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050228, Lng: -93.115050), Route carried "on" structure: , Year Built: 1958, Status: Open, Structure Length: 8.92m (29.27ft), Features Intersected: I 694; CO RD E, Facility Carried by Structure: RAILROAD
Lanes under structure: 12, Owner: State Highway Agency, Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Underclear: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Steel plate
Structure Number: 6582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050228, Lng: -93.115050), Route carried "on" structure: , Year Built: 1958, Status: Open, Structure Length: 8.92m (29.27ft), Features Intersected: I 694; CO RD E, Facility Carried by Structure: RAILROAD
Lanes under structure: 12, Owner: State Highway Agency, Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Underclear: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Steel plate
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Structure Number: 9345, Location: 0.1 MI W OF JCT CSAH 52 (Lat: 45.056603, Lng: -93.134558), Route carried "on" structure: Other road 1, Year Built: 1959, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 500 (year 1975), Average Future Daily Traffic: 500 (year 2029), Design Load: HS 20, Features Intersected: ISLAND LAKE CHANNEL
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9345, Location: 0.1 MI W OF JCT CSAH 52 (Lat: 45.056603, Lng: -93.134558), Route carried "on" structure: Other road 1, Year Built: 1959, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 500 (year 1975), Average Future Daily Traffic: 500 (year 2029), Design Load: HS 20, Features Intersected: ISLAND LAKE CHANNEL
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9605, Location: AT THE N JCT TH 10; 35W (Lat: 45.115739, Lng: -93.188633), Route carried "on" structure: US 10, Year Built: 1968, Status: Open, Structure Length: 8.48m (27.82ft), Average Daily Traffic: 83,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 91,000 (year 2039), Design Load: HS 20, Features Intersected: TH I-35W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 9605, Location: AT THE N JCT TH 10; 35W (Lat: 45.115739, Lng: -93.188633), Route carried "on" structure: US 10, Year Built: 1968, Status: Open, Structure Length: 8.48m (27.82ft), Average Daily Traffic: 83,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 91,000 (year 2039), Design Load: HS 20, Features Intersected: TH I-35W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 62582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050633, Lng: -93.115569), Route carried "under" structure: Interstate 694, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 85,000 (year 2019), Truck Traffic: 9%, Features Intersected: I 694; CR 99, Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 62582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050633, Lng: -93.115569), Route carried "under" structure: Interstate 694, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 85,000 (year 2019), Truck Traffic: 9%, Features Intersected: I 694; CR 99, Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 62582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050633, Lng: -93.115569), Route carried "under" structure: County highway 99, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 2,950 (year 2005), Features Intersected: I 694; CR 99, Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 62582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050633, Lng: -93.115569), Route carried "under" structure: County highway 99, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 2,950 (year 2005), Features Intersected: I 694; CR 99, Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 62823, Location: 1.4 MI E OF JCT TH 51 (Lat: 45.056147, Lng: -93.131394), Route carried "under" structure: Interstate 694, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 120,000 (year 2019), Truck Traffic: 7%, Features Intersected: I 694, Facility Carried by Structure: CSAH 52
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 62823, Location: 1.4 MI E OF JCT TH 51 (Lat: 45.056147, Lng: -93.131394), Route carried "under" structure: Interstate 694, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 120,000 (year 2019), Truck Traffic: 7%, Features Intersected: I 694, Facility Carried by Structure: CSAH 52
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 62824, Location: 0.5 MI E OF JCT TH 51 (Lat: 45.059619, Lng: -93.147178), Route carried "under" structure: Interstate 694, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 85,000 (year 2019), Truck Traffic: 9%, Features Intersected: I 694, Facility Carried by Structure: CSAH 51
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 62824, Location: 0.5 MI E OF JCT TH 51 (Lat: 45.059619, Lng: -93.147178), Route carried "under" structure: Interstate 694, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 85,000 (year 2019), Truck Traffic: 9%, Features Intersected: I 694, Facility Carried by Structure: CSAH 51
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 62945, Location: 0.98 MI NW OF JCT TH 35E (Lat: 45.045700, Lng: -93.107633), Route carried "under" structure: Interstate 694, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 85,000 (year 2019), Truck Traffic: 9%, Features Intersected: I 694, Facility Carried by Structure: CON 7611
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.7m (97.4ft)
Structure Number: 62945, Location: 0.98 MI NW OF JCT TH 35E (Lat: 45.045700, Lng: -93.107633), Route carried "under" structure: Interstate 694, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 85,000 (year 2019), Truck Traffic: 9%, Features Intersected: I 694, Facility Carried by Structure: CON 7611
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.7m (97.4ft)
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Structure Number: 6581, Location: 0.3 MI NW OF JCT TH 49 (Lat: 45.047733, Lng: -93.111083), Route carried "under" structure: Interstate 694, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 85,000 (year 2019), Truck Traffic: 9%, Features Intersected: I 694, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.0m (85.3ft)
Structure Number: 6581, Location: 0.3 MI NW OF JCT TH 49 (Lat: 45.047733, Lng: -93.111083), Route carried "under" structure: Interstate 694, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 85,000 (year 2019), Truck Traffic: 9%, Features Intersected: I 694, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.0m (85.3ft)
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Structure Number: 6582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050228, Lng: -93.115050), Route carried "under" structure: County highway 99, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 2,950 (year 2005), Features Intersected: I 694; CO RD E, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.0m (78.7ft)
Structure Number: 6582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050228, Lng: -93.115050), Route carried "under" structure: County highway 99, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 2,950 (year 2005), Features Intersected: I 694; CO RD E, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.0m (78.7ft)
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Structure Number: 6582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050228, Lng: -93.115050), Route carried "under" structure: Interstate 694, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 85,000 (year 2019), Truck Traffic: 9%, Features Intersected: I 694; CO RD E, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.0m (78.7ft)
Structure Number: 6582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050228, Lng: -93.115050), Route carried "under" structure: Interstate 694, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 85,000 (year 2019), Truck Traffic: 9%, Features Intersected: I 694; CO RD E, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.0m (78.7ft)
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Structure Number: 9605, Location: AT THE N JCT TH 10; 35W (Lat: 45.115739, Lng: -93.188633), Route carried "under" structure: Interstate 35W, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 88,000 (year 2019), Truck Traffic: 4%, Features Intersected: TH I-35W, Facility Carried by Structure: US 10
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 9605, Location: AT THE N JCT TH 10; 35W (Lat: 45.115739, Lng: -93.188633), Route carried "under" structure: Interstate 35W, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 88,000 (year 2019), Truck Traffic: 4%, Features Intersected: TH I-35W, Facility Carried by Structure: US 10
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)