Bridge Statistics for Esko, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 151ft / 46.1mTotal length
- 152,630Total average daily traffic
- 7,692Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Esko
- No street view available for this location
- New bridges - historical statistics
- 121970-1979
- 11980-1989
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 11.1%Excellent
- 22.2%Very good
- 66.7%Good
- Bridge Condition - Superstructure
- 11.1%Excellent
- 11.1%Very good
- 77.8%Good
- Bridge Condition - Substructure
- 11.1%Excellent
- 66.7%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 16.7%Excellent
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
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Structure Number: 9507, Location: 0.4 MI E OF JCT CSAH 1 (Lat: 46.721261, Lng: -92.355408), Route carried "on" structure: County highway 1265, Year Built: 1978, Status: Open, Structure Length: 2.88m (9.45ft), Average Daily Traffic: 120 (year 1970), Truck Traffic: 8%, Average Future Daily Traffic: 120 (year 2029), Design Load: HS 20, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9507, Location: 0.4 MI E OF JCT CSAH 1 (Lat: 46.721261, Lng: -92.355408), Route carried "on" structure: County highway 1265, Year Built: 1978, Status: Open, Structure Length: 2.88m (9.45ft), Average Daily Traffic: 120 (year 1970), Truck Traffic: 8%, Average Future Daily Traffic: 120 (year 2029), Design Load: HS 20, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9511, Location: 0.2 MI S OF JCT CSAH 2 (Lat: 46.731697, Lng: -92.333500), Route carried "on" structure: County highway 383, Year Built: 1981, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 48 (year 1981), Average Future Daily Traffic: 48 (year 2029), Design Load: HS 20, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9511, Location: 0.2 MI S OF JCT CSAH 2 (Lat: 46.731697, Lng: -92.333500), Route carried "on" structure: County highway 383, Year Built: 1981, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 48 (year 1981), Average Future Daily Traffic: 48 (year 2029), Design Load: HS 20, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9533, Location: 0.3 MI N OF JCT CSAH 61 (Lat: 46.711856, Lng: -92.365200), Route carried "on" structure: County highway 1, Year Built: 2020, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 2,050 (year 2018), Average Future Daily Traffic: 3,923 (year 2038), Design Load: HL 93, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 68.7 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: 53.1 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9533, Location: 0.3 MI N OF JCT CSAH 61 (Lat: 46.711856, Lng: -92.365200), Route carried "on" structure: County highway 1, Year Built: 2020, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 2,050 (year 2018), Average Future Daily Traffic: 3,923 (year 2038), Design Load: HL 93, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 68.7 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: 53.1 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 9822, Location: 8.6 MI SW OF W JCT TH 2 (Lat: 46.696358, Lng: -92.365181), Route carried "on" structure: County highway 1, Year Built: 1971, Status: Open, Structure Length: 8.67m (28.44ft), Average Daily Traffic: 2,150 (year 2014), Average Future Daily Traffic: 2,150 (year 2039), Design Load: HS 20, Features Intersected: I 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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
Structure Number: 9822, Location: 8.6 MI SW OF W JCT TH 2 (Lat: 46.696358, Lng: -92.365181), Route carried "on" structure: County highway 1, Year Built: 1971, Status: Open, Structure Length: 8.67m (28.44ft), Average Daily Traffic: 2,150 (year 2014), Average Future Daily Traffic: 2,150 (year 2039), Design Load: HS 20, Features Intersected: I 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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
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Structure Number: 9825, Location: 9.7 MI SW OF W JCT TH 2 (Lat: 46.699306, Lng: -92.387231), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 14,250 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 14,250 (year 2039), Design Load: HS 20+Mod, Features Intersected: KORBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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
Structure Number: 9825, Location: 9.7 MI SW OF W JCT TH 2 (Lat: 46.699306, Lng: -92.387231), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 14,250 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 14,250 (year 2039), Design Load: HS 20+Mod, Features Intersected: KORBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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
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Structure Number: 9826, Location: 9.7 MI SW OF W JCT TH 2 (Lat: 46.699069, Lng: -92.387178), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 14,586 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 14,250 (year 2039), Design Load: HS 20, Features Intersected: KORBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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
Structure Number: 9826, Location: 9.7 MI SW OF W JCT TH 2 (Lat: 46.699069, Lng: -92.387178), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 14,586 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 14,250 (year 2039), Design Load: HS 20, Features Intersected: KORBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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
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Structure Number: 9827, Location: 9.3 MI SW OF W JCT TH 2 (Lat: 46.697961, Lng: -92.376869), Route carried "on" structure: Interstate 35, Year Built: 1971, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 14,250 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 14,250 (year 2039), Design Load: HS 20, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 9827, Location: 9.3 MI SW OF W JCT TH 2 (Lat: 46.697961, Lng: -92.376869), Route carried "on" structure: Interstate 35, Year Built: 1971, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 14,250 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 14,250 (year 2039), Design Load: HS 20, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 9828, Location: 9.3 MI SW OF W JCT TH 2 (Lat: 46.697706, Lng: -92.376778), Route carried "on" structure: Interstate 35, Year Built: 1971, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 14,586 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 14,250 (year 2039), Design Load: HS 20, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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
Structure Number: 9828, Location: 9.3 MI SW OF W JCT TH 2 (Lat: 46.697706, Lng: -92.376778), Route carried "on" structure: Interstate 35, Year Built: 1971, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 14,586 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 14,250 (year 2039), Design Load: HS 20, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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
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Structure Number: 9829, Location: 7.6 MI SW OF W JCT TH 2 (Lat: 46.696656, Lng: -92.344086), Route carried "on" structure: County highway 151, Year Built: 1971, Status: Open, Structure Length: 8.49m (27.85ft), Average Daily Traffic: 510 (year 2010), Average Future Daily Traffic: 510 (year 2039), Design Load: HS 20, Features Intersected: I 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, 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: 26.2m (86.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9829, Location: 7.6 MI SW OF W JCT TH 2 (Lat: 46.696656, Lng: -92.344086), Route carried "on" structure: County highway 151, Year Built: 1971, Status: Open, Structure Length: 8.49m (27.85ft), Average Daily Traffic: 510 (year 2010), Average Future Daily Traffic: 510 (year 2039), Design Load: HS 20, Features Intersected: I 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, 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: 26.2m (86.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9J3, Location: 0.5 MI E OF JCT CSAH 1 (Lat: 46.735786, Lng: -92.355233), Route carried "on" structure: County highway 2, Year Built: 2013, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,350 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 2,350 (year 2039), Design Load: HL 93, Features Intersected: HAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 9J3, Location: 0.5 MI E OF JCT CSAH 1 (Lat: 46.735786, Lng: -92.355233), Route carried "on" structure: County highway 2, Year Built: 2013, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,350 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 2,350 (year 2039), Design Load: HL 93, Features Intersected: HAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 9822, Location: 8.6 MI SW OF W JCT TH 2 (Lat: 46.696358, Lng: -92.365181), Route carried "under" structure: Interstate 35, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,172 (year 2019), Truck Traffic: 5%, Features Intersected: I 35, Facility Carried by Structure: CSAH 1
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft)
Structure Number: 9822, Location: 8.6 MI SW OF W JCT TH 2 (Lat: 46.696358, Lng: -92.365181), Route carried "under" structure: Interstate 35, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,172 (year 2019), Truck Traffic: 5%, Features Intersected: I 35, Facility Carried by Structure: CSAH 1
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft)
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Structure Number: 9825, Location: 9.7 MI SW OF W JCT TH 2 (Lat: 46.699306, Lng: -92.387231), Route carried "under" structure: County highway 370, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 107 (year 1970), Features Intersected: KORBY ROAD, Facility Carried by Structure: I 35
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.6m (57.7ft)
Structure Number: 9825, Location: 9.7 MI SW OF W JCT TH 2 (Lat: 46.699306, Lng: -92.387231), Route carried "under" structure: County highway 370, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 107 (year 1970), Features Intersected: KORBY ROAD, Facility Carried by Structure: I 35
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.6m (57.7ft)
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Structure Number: 9826, Location: 9.7 MI SW OF W JCT TH 2 (Lat: 46.699069, Lng: -92.387178), Route carried "under" structure: County highway 370, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 107 (year 1970), Features Intersected: KORBY ROAD, Facility Carried by Structure: I 35
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.6m (57.7ft)
Structure Number: 9826, Location: 9.7 MI SW OF W JCT TH 2 (Lat: 46.699069, Lng: -92.387178), Route carried "under" structure: County highway 370, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 107 (year 1970), Features Intersected: KORBY ROAD, Facility Carried by Structure: I 35
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.6m (57.7ft)
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Structure Number: 9829, Location: 7.6 MI SW OF W JCT TH 2 (Lat: 46.696656, Lng: -92.344086), Route carried "under" structure: Interstate 35, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,172 (year 2019), Truck Traffic: 5%, Features Intersected: I 35, Facility Carried by Structure: CR 151
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 9829, Location: 7.6 MI SW OF W JCT TH 2 (Lat: 46.696656, Lng: -92.344086), Route carried "under" structure: Interstate 35, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,172 (year 2019), Truck Traffic: 5%, Features Intersected: I 35, Facility Carried by Structure: CR 151
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 983, Location: 6.6 MI SW OF W JCT TH 2 (Lat: 46.699981, Lng: -92.321983), Route carried "under" structure: Interstate 35, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,172 (year 2019), Truck Traffic: 5%, Features Intersected: I 35, Facility Carried by Structure: T 389
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.9m (88.3ft)
Structure Number: 983, Location: 6.6 MI SW OF W JCT TH 2 (Lat: 46.699981, Lng: -92.321983), Route carried "under" structure: Interstate 35, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,172 (year 2019), Truck Traffic: 5%, Features Intersected: I 35, Facility Carried by Structure: T 389
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.9m (88.3ft)