Bridge Statistics for Oakdale, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 279ft / 85.2mTotal length
- $2,343,999,000Total costs
- 892,133Total average daily traffic
- 78,741Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Oakdale
- No street view available for this location
- New bridges - historical statistics
- 221960-1969
- 21990-1999
- 22010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 20.0%Good
- 46.7%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 6.7%Very good
- 33.3%Good
- 60.0%Satisfactory
- Bridge Condition - Substructure
- 6.7%Very good
- 6.7%Good
- 53.3%Satisfactory
- 33.3%Fair
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Structure Number: 82051, Location: 0.5 MI W OF JCT TH 36;694 (Lat: 45.026928, Lng: -92.972175), Route carried "on" structure: County highway 13, Year Built: 2019, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 8,000 (year 2018), Average Future Daily Traffic: 12,000 (year 2040), Design Load: HL 93, Features Intersected: TH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.8m (91.2ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.9 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: 36.3 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 82051, Location: 0.5 MI W OF JCT TH 36;694 (Lat: 45.026928, Lng: -92.972175), Route carried "on" structure: County highway 13, Year Built: 2019, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 8,000 (year 2018), Average Future Daily Traffic: 12,000 (year 2040), Design Load: HL 93, Features Intersected: TH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.8m (91.2ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.9 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: 36.3 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 82516, Location: 0.8 MI S OF JCT TH 5 (Lat: 44.987397, Lng: -92.960564), Route carried "on" structure: , Year Built: 1999, Status: Open, Structure Length: 7.57m (24.84ft), Features Intersected: I 694, Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 4, Owner: City or Municipal Highway Agency, Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.4m (122.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Underclear: Better than present minimum criteria, 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: 82516, Location: 0.8 MI S OF JCT TH 5 (Lat: 44.987397, Lng: -92.960564), Route carried "on" structure: , Year Built: 1999, Status: Open, Structure Length: 7.57m (24.84ft), Features Intersected: I 694, Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 4, Owner: City or Municipal Highway Agency, Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.4m (122.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Underclear: Better than present minimum criteria, 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: 82803, Location: 1.5 MI N OF JCT TH 94 (Lat: 44.970497, Lng: -92.958725), Route carried "on" structure: City street 231, Year Built: 1967, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 4,800 (year 2014), Average Future Daily Traffic: 4,800 (year 2039), Design Load: HS 20, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82803, Location: 1.5 MI N OF JCT TH 94 (Lat: 44.970497, Lng: -92.958725), Route carried "on" structure: City street 231, Year Built: 1967, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 4,800 (year 2014), Average Future Daily Traffic: 4,800 (year 2039), Design Load: HS 20, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 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: 82804, Location: 2.7 MI N OF JCT TH 94 (Lat: 44.987586, Lng: -92.960556), Route carried "on" structure: County highway 6, Year Built: 1967, Status: Open, Structure Length: 7.60m (24.93ft), Average Daily Traffic: 5,300 (year 2017), Average Future Daily Traffic: 5,300 (year 2039), Design Load: HS 20, Features Intersected: I 694
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: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.9 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $900,000,000, Roadway Improvement Cost: $24,000,000, Total Project Cost: $366,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 82804, Location: 2.7 MI N OF JCT TH 94 (Lat: 44.987586, Lng: -92.960556), Route carried "on" structure: County highway 6, Year Built: 1967, Status: Open, Structure Length: 7.60m (24.93ft), Average Daily Traffic: 5,300 (year 2017), Average Future Daily Traffic: 5,300 (year 2039), Design Load: HS 20, Features Intersected: I 694
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: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.9 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $900,000,000, Roadway Improvement Cost: $24,000,000, Total Project Cost: $366,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 82805, Location: 3.0 MI N OF JCT TH 94 (Lat: 44.993297, Lng: -92.960494), Route carried "on" structure: Interstate 694, Year Built: 1967, Year Reconstructed: 2010, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 40,500 (year 2039), Design Load: HS 20, Features Intersected: UP RR
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: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $976,000,000, Total Project Cost: $489,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 82805, Location: 3.0 MI N OF JCT TH 94 (Lat: 44.993297, Lng: -92.960494), Route carried "on" structure: Interstate 694, Year Built: 1967, Year Reconstructed: 2010, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 40,500 (year 2039), Design Load: HS 20, Features Intersected: UP RR
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: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $976,000,000, Total Project Cost: $489,000,000, 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: 82806, Location: 3.0 MI N OF JCT TH 94 (Lat: 44.993339, Lng: -92.960114), Route carried "on" structure: Interstate 694, Year Built: 1967, Year Reconstructed: 2010, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 40,500 (year 2039), Design Load: HS 20, Features Intersected: UP RR
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: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $976,000,000, Total Project Cost: $489,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 82806, Location: 3.0 MI N OF JCT TH 94 (Lat: 44.993339, Lng: -92.960114), Route carried "on" structure: Interstate 694, Year Built: 1967, Year Reconstructed: 2010, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 40,500 (year 2039), Design Load: HS 20, Features Intersected: UP RR
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: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $976,000,000, Total Project Cost: $489,000,000, 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: 82807, Location: AT THE JCT TH 5 (Lat: 44.997669, Lng: -92.959489), Route carried "on" structure: Interstate 694, Year Built: 1967, Year Reconstructed: 2010, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20, Features Intersected: TH 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, 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: 4, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: 82807, Location: AT THE JCT TH 5 (Lat: 44.997669, Lng: -92.959489), Route carried "on" structure: Interstate 694, Year Built: 1967, Year Reconstructed: 2010, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20, Features Intersected: TH 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, 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: 4, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: 82808, Location: AT THE JCT TH 5 (Lat: 44.997506, Lng: -92.959192), Route carried "on" structure: Interstate 694, Year Built: 1967, Year Reconstructed: 2010, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20+Mod, Features Intersected: TH 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, 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: 4, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present 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: 82808, Location: AT THE JCT TH 5 (Lat: 44.997506, Lng: -92.959192), Route carried "on" structure: Interstate 694, Year Built: 1967, Year Reconstructed: 2010, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20+Mod, Features Intersected: TH 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, 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: 4, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present 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: 82809, Location: 0.8 MI S OF JCT TH 36 (Lat: 45.020994, Lng: -92.959578), Route carried "on" structure: Interstate 694, Year Built: 1967, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20+Mod, Features Intersected: 50TH ST N
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Meets minimum limits, 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: 82809, Location: 0.8 MI S OF JCT TH 36 (Lat: 45.020994, Lng: -92.959578), Route carried "on" structure: Interstate 694, Year Built: 1967, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20+Mod, Features Intersected: 50TH ST N
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Meets minimum limits, 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: 8281, Location: 0.8 MI S OF JCT TH 36 (Lat: 45.020989, Lng: -92.959214), Route carried "on" structure: Interstate 694, Year Built: 1967, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20+Mod, Features Intersected: 50TH ST N
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: Meets minimum limits, 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: 8281, Location: 0.8 MI S OF JCT TH 36 (Lat: 45.020989, Lng: -92.959214), Route carried "on" structure: Interstate 694, Year Built: 1967, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20+Mod, Features Intersected: 50TH ST N
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: Meets minimum limits, 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: 82811, Location: 0.4 MI S OF JCT TH 36 (Lat: 45.026450, Lng: -92.960250), Route carried "on" structure: Interstate 694, Year Built: 1967, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20, Features Intersected: DNR TRAIL
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: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: 82811, Location: 0.4 MI S OF JCT TH 36 (Lat: 45.026450, Lng: -92.960250), Route carried "on" structure: Interstate 694, Year Built: 1967, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20, Features Intersected: DNR TRAIL
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: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: 82812, Location: 0.4 MI S OF JCT TH 36 (Lat: 45.026467, Lng: -92.959869), Route carried "on" structure: Interstate 694, Year Built: 1967, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20, Features Intersected: DNR TRAIL
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: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.5 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: Epoxy Overlay
Structure Number: 82812, Location: 0.4 MI S OF JCT TH 36 (Lat: 45.026467, Lng: -92.959869), Route carried "on" structure: Interstate 694, Year Built: 1967, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 38,500 (year 2039), Design Load: HS 20, Features Intersected: DNR TRAIL
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: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.5 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: Epoxy Overlay
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Structure Number: 82816, Location: 1.8 MI S OF JCT TH 36 (Lat: 45.006578, Lng: -92.957778), Route carried "on" structure: City street 232, Year Built: 1967, Status: Open, Structure Length: 6.47m (21.23ft), Average Daily Traffic: 950 (year 2014), Average Future Daily Traffic: 950 (year 2039), Design Load: H 20, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: Other
Structure Number: 82816, Location: 1.8 MI S OF JCT TH 36 (Lat: 45.006578, Lng: -92.957778), Route carried "on" structure: City street 232, Year Built: 1967, Status: Open, Structure Length: 6.47m (21.23ft), Average Daily Traffic: 950 (year 2014), Average Future Daily Traffic: 950 (year 2039), Design Load: H 20, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: Other
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Structure Number: 82817, Location: 0.3 MI N OF JCT TH 94 (Lat: 44.953189, Lng: -92.958672), Route carried "on" structure: City street 239, Year Built: 1966, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 3,850 (year 2014), Average Future Daily Traffic: 3,850 (year 2039), Design Load: H 20, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: 82817, Location: 0.3 MI N OF JCT TH 94 (Lat: 44.953189, Lng: -92.958672), Route carried "on" structure: City street 239, Year Built: 1966, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 3,850 (year 2014), Average Future Daily Traffic: 3,850 (year 2039), Design Load: H 20, Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: 82818, Location: 1.0 MI N OF JCT TH 94 (Lat: 44.963256, Lng: -92.958344), Route carried "on" structure: County highway 10, Year Built: 1967, Status: Open, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 22,300 (year 2015), Average Future Daily Traffic: 22,300 (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: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $999,999,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 82818, Location: 1.0 MI N OF JCT TH 94 (Lat: 44.963256, Lng: -92.958344), Route carried "on" structure: County highway 10, Year Built: 1967, Status: Open, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 22,300 (year 2015), Average Future Daily Traffic: 22,300 (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: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $999,999,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 82051, Location: 0.5 MI W OF JCT TH 36;694 (Lat: 45.026928, Lng: -92.972175), Route carried "under" structure: State highway 36, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 4%, Features Intersected: TH 36, Facility Carried by Structure: CSAH 13
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.8m (91.2ft)
Structure Number: 82051, Location: 0.5 MI W OF JCT TH 36;694 (Lat: 45.026928, Lng: -92.972175), Route carried "under" structure: State highway 36, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 4%, Features Intersected: TH 36, Facility Carried by Structure: CSAH 13
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.8m (91.2ft)
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Structure Number: 82516, Location: 0.8 MI S OF JCT TH 5 (Lat: 44.987397, Lng: -92.960564), Route carried "under" structure: Interstate 694, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 694, Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
Structure Number: 82516, Location: 0.8 MI S OF JCT TH 5 (Lat: 44.987397, Lng: -92.960564), Route carried "under" structure: Interstate 694, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 694, Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
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Structure Number: 82803, Location: 1.5 MI N OF JCT TH 94 (Lat: 44.970497, Lng: -92.958725), Route carried "under" structure: Interstate 694, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 694, Facility Carried by Structure: MSAS 231
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: 20.4m (66.9ft)
Structure Number: 82803, Location: 1.5 MI N OF JCT TH 94 (Lat: 44.970497, Lng: -92.958725), Route carried "under" structure: Interstate 694, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 694, Facility Carried by Structure: MSAS 231
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: 20.4m (66.9ft)
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Structure Number: 82804, Location: 2.7 MI N OF JCT TH 94 (Lat: 44.987586, Lng: -92.960556), Route carried "under" structure: Interstate 694, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 694, Facility Carried by Structure: CSAH 6
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: 23.6m (77.4ft)
Structure Number: 82804, Location: 2.7 MI N OF JCT TH 94 (Lat: 44.987586, Lng: -92.960556), Route carried "under" structure: Interstate 694, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 694, Facility Carried by Structure: CSAH 6
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: 23.6m (77.4ft)
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Structure Number: 82807, Location: AT THE JCT TH 5 (Lat: 44.997669, Lng: -92.959489), Route carried "under" structure: County highway 14, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,800 (year 2004), Truck Traffic: 3%, Features Intersected: TH 5, Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
Structure Number: 82807, Location: AT THE JCT TH 5 (Lat: 44.997669, Lng: -92.959489), Route carried "under" structure: County highway 14, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,800 (year 2004), Truck Traffic: 3%, Features Intersected: TH 5, Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
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Structure Number: 82808, Location: AT THE JCT TH 5 (Lat: 44.997506, Lng: -92.959192), Route carried "under" structure: County highway 14, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,800 (year 2004), Truck Traffic: 3%, Features Intersected: TH 5, Facility Carried by Structure: I 694
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
Structure Number: 82808, Location: AT THE JCT TH 5 (Lat: 44.997506, Lng: -92.959192), Route carried "under" structure: County highway 14, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,800 (year 2004), Truck Traffic: 3%, Features Intersected: TH 5, Facility Carried by Structure: I 694
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.6m (67.6ft)
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Structure Number: 82809, Location: 0.8 MI S OF JCT TH 36 (Lat: 45.020994, Lng: -92.959578), Route carried "under" structure: County highway 13, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2005), Features Intersected: 50TH ST N, Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.9m (45.6ft)
Structure Number: 82809, Location: 0.8 MI S OF JCT TH 36 (Lat: 45.020994, Lng: -92.959578), Route carried "under" structure: County highway 13, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2005), Features Intersected: 50TH ST N, Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.9m (45.6ft)
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Structure Number: 8281, Location: 0.8 MI S OF JCT TH 36 (Lat: 45.020989, Lng: -92.959214), Route carried "under" structure: County highway 13, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2005), Features Intersected: 50TH ST N, Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.9m (45.6ft)
Structure Number: 8281, Location: 0.8 MI S OF JCT TH 36 (Lat: 45.020989, Lng: -92.959214), Route carried "under" structure: County highway 13, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2005), Features Intersected: 50TH ST N, Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.9m (45.6ft)
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Structure Number: 82816, Location: 1.8 MI S OF JCT TH 36 (Lat: 45.006578, Lng: -92.957778), Route carried "under" structure: Interstate 694, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 8%, Features Intersected: I 694, Facility Carried by Structure: MSAS 232
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: 82816, Location: 1.8 MI S OF JCT TH 36 (Lat: 45.006578, Lng: -92.957778), Route carried "under" structure: Interstate 694, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 8%, Features Intersected: I 694, Facility Carried by Structure: MSAS 232
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)
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Structure Number: 82817, Location: 0.3 MI N OF JCT TH 94 (Lat: 44.953189, Lng: -92.958672), Route carried "under" structure: Interstate 694, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 94,833 (year 2019), Truck Traffic: 10%, Features Intersected: I 694, Facility Carried by Structure: MSAS 239
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 82817, Location: 0.3 MI N OF JCT TH 94 (Lat: 44.953189, Lng: -92.958672), Route carried "under" structure: Interstate 694, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 94,833 (year 2019), Truck Traffic: 10%, Features Intersected: I 694, Facility Carried by Structure: MSAS 239
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 82818, Location: 1.0 MI N OF JCT TH 94 (Lat: 44.963256, Lng: -92.958344), Route carried "under" structure: Interstate 694, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 694, Facility Carried by Structure: CSAH 10
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.5m (80.4ft)
Structure Number: 82818, Location: 1.0 MI N OF JCT TH 94 (Lat: 44.963256, Lng: -92.958344), Route carried "under" structure: Interstate 694, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 694, Facility Carried by Structure: CSAH 10
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.5m (80.4ft)