Bridge Statistics for Albertville, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 144ft / 43.8mTotal length
- 158,805Total average daily traffic
- 14,616Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Albertville
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11960-1969
- 71970-1979
- 32010-2019
- 22020-2022
- Bridge Condition - Deck
- 44.4%Very good
- 22.2%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 44.4%Very good
- 33.3%Good
- 11.1%Satisfactory
- Bridge Condition - Substructure
- 11.1%Excellent
- 33.3%Very good
- 44.4%Good
- 11.1%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 16.7%Good
- 33.3%Satisfactory
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Structure Number: 17506, Location: 1.9 MI N OF JCT TH 30 (Lat: 44.076739, Lng: -94.879556), Route carried "on" structure: County highway 8, Year Built: 1964, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 195 (year 2016), Average Future Daily Traffic: 195 (year 2039), Design Load: H 20, Features Intersected: N FK WATONWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17506, Location: 1.9 MI N OF JCT TH 30 (Lat: 44.076739, Lng: -94.879556), Route carried "on" structure: County highway 8, Year Built: 1964, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 195 (year 2016), Average Future Daily Traffic: 195 (year 2039), Design Load: H 20, Features Intersected: N FK WATONWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17534, Location: 0.9 MI S OF JCT CSAH 3 (Lat: 43.980594, Lng: -94.919844), Route carried "on" structure: County highway 1, Year Built: 2017, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,700 (year 2016), Average Future Daily Traffic: 1,700 (year 2036), Design Load: HL 93, Features Intersected: WATONWAN 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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17534, Location: 0.9 MI S OF JCT CSAH 3 (Lat: 43.980594, Lng: -94.919844), Route carried "on" structure: County highway 1, Year Built: 2017, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,700 (year 2016), Average Future Daily Traffic: 1,700 (year 2036), Design Load: HL 93, Features Intersected: WATONWAN 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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17535, Location: 0.4 MI S OF CO LINE (Lat: 44.189136, Lng: -95.181725), Route carried "on" structure: County highway 4, Year Built: 2017, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 49 (year 2017), Average Future Daily Traffic: 49 (year 2037), Design Load: HL 93, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.9 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: 40.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17535, Location: 0.4 MI S OF CO LINE (Lat: 44.189136, Lng: -95.181725), Route carried "on" structure: County highway 4, Year Built: 2017, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 49 (year 2017), Average Future Daily Traffic: 49 (year 2037), Design Load: HL 93, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.9 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: 40.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18002, Location: .2MI N OF CR 107 (Lat: 46.575603, Lng: -94.305742), Route carried "on" structure: , Year Built: 2017, Status: Open, Structure Length: 6.72m (22.05ft), Features Intersected: MN 371, Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 4, Owner: State Highway Agency, Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.9m (107.9ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18002, Location: .2MI N OF CR 107 (Lat: 46.575603, Lng: -94.305742), Route carried "on" structure: , Year Built: 2017, Status: Open, Structure Length: 6.72m (22.05ft), Features Intersected: MN 371, Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 4, Owner: State Highway Agency, Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.9m (107.9ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6554, Location: 15.6 MI N OF N JCT TH 16 (Lat: 47.710189, Lng: -92.865050), Route carried "on" structure: State highway 73, Year Built: 1948, Status: Open, Structure Length: 3.31m (10.86ft), Average Daily Traffic: 680 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 680 (year 2039), Design Load: HS 20, Features Intersected: STURGEON 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: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6554, Location: 15.6 MI N OF N JCT TH 16 (Lat: 47.710189, Lng: -92.865050), Route carried "on" structure: State highway 73, Year Built: 1948, Status: Open, Structure Length: 3.31m (10.86ft), Average Daily Traffic: 680 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 680 (year 2039), Design Load: HS 20, Features Intersected: STURGEON 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: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 75, Location: 0.4 MI NE OF JCT TH 59 (Lat: 45.592639, Lng: -95.882133), Route carried "on" structure: State highway 329, Year Built: 1977, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 385 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: POMME DE TERRE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 80.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 75, Location: 0.4 MI NE OF JCT TH 59 (Lat: 45.592639, Lng: -95.882133), Route carried "on" structure: State highway 329, Year Built: 1977, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 385 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: POMME DE TERRE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 80.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 86811, Location: 3.3 MI NW OF E CO LINE (Lat: 45.237786, Lng: -93.648603), Route carried "on" structure: County highway 37, Year Built: 1973, Status: Open, Structure Length: 10.19m (33.43ft), Average Daily Traffic: 11,100 (year 2016), Average Future Daily Traffic: 11,100 (year 2039), Design Load: HS 20, Features Intersected: I 94
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: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 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, 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: 86811, Location: 3.3 MI NW OF E CO LINE (Lat: 45.237786, Lng: -93.648603), Route carried "on" structure: County highway 37, Year Built: 1973, Status: Open, Structure Length: 10.19m (33.43ft), Average Daily Traffic: 11,100 (year 2016), Average Future Daily Traffic: 11,100 (year 2039), Design Load: HS 20, Features Intersected: I 94
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: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 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, 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: 86817, Location: 3.5 MI NW OF JCT TH 241 (Lat: 45.241389, Lng: -93.663300), Route carried "on" structure: Interstate 94, Year Built: 1971, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 23,000 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 23,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: CSAH 19
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 66.6 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 86817, Location: 3.5 MI NW OF JCT TH 241 (Lat: 45.241389, Lng: -93.663300), Route carried "on" structure: Interstate 94, Year Built: 1971, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 23,000 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 23,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: CSAH 19
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 66.6 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 86823, Location: 3.5 MI NW OF JCT TH 241 (Lat: 45.241264, Lng: -93.663300), Route carried "on" structure: Interstate 94, Year Built: 2020, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 23,005 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 23,000 (year 2039), Design Load: HL 93, Features Intersected: CSAH 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.9 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: 39.5 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86823, Location: 3.5 MI NW OF JCT TH 241 (Lat: 45.241264, Lng: -93.663300), Route carried "on" structure: Interstate 94, Year Built: 2020, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 23,005 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 23,000 (year 2039), Design Load: HL 93, Features Intersected: CSAH 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.9 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: 39.5 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9502, Location: 0.4 MI W OF JCT TH 57 (Lat: 44.068867, Lng: -92.764092), Route carried "on" structure: City street 21, Year Built: 1979, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 190 (year 1997), Average Future Daily Traffic: 190 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present 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: July 2021
Structure Number: 9502, Location: 0.4 MI W OF JCT TH 57 (Lat: 44.068867, Lng: -92.764092), Route carried "on" structure: City street 21, Year Built: 1979, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 190 (year 1997), Average Future Daily Traffic: 190 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present 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: July 2021
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Structure Number: 86811, Location: 3.3 MI NW OF E CO LINE (Lat: 45.237786, Lng: -93.648603), Route carried "under" structure: Interstate 94, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 71,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 94, Facility Carried by Structure: CSAH 37
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: 30.8m (101.0ft)
Structure Number: 86811, Location: 3.3 MI NW OF E CO LINE (Lat: 45.237786, Lng: -93.648603), Route carried "under" structure: Interstate 94, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 71,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 94, Facility Carried by Structure: CSAH 37
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: 30.8m (101.0ft)
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Structure Number: 86811, Location: 3.3 MI NW OF E CO LINE (Lat: 45.237786, Lng: -93.648603), Route carried "under" structure: Ramp Interstate 38, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1 (year 2019), Features Intersected: I 94, Facility Carried by Structure: CSAH 37
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 86811, Location: 3.3 MI NW OF E CO LINE (Lat: 45.237786, Lng: -93.648603), Route carried "under" structure: Ramp Interstate 38, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1 (year 2019), Features Intersected: I 94, Facility Carried by Structure: CSAH 37
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 86817, Location: 3.5 MI NW OF JCT TH 241 (Lat: 45.241389, Lng: -93.663300), Route carried "under" structure: County highway 19, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 11,900 (year 2004), Features Intersected: CSAH 19, Facility Carried by Structure: I 94
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: 28.7m (94.2ft)
Structure Number: 86817, Location: 3.5 MI NW OF JCT TH 241 (Lat: 45.241389, Lng: -93.663300), Route carried "under" structure: County highway 19, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 11,900 (year 2004), Features Intersected: CSAH 19, Facility Carried by Structure: I 94
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: 28.7m (94.2ft)
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Structure Number: 86823, Location: 3.5 MI NW OF JCT TH 241 (Lat: 45.241264, Lng: -93.663300), Route carried "under" structure: County highway 19, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 15,600 (year 2016), Features Intersected: CSAH 19, Facility Carried by Structure: I 94
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)
Structure Number: 86823, Location: 3.5 MI NW OF JCT TH 241 (Lat: 45.241264, Lng: -93.663300), Route carried "under" structure: County highway 19, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 15,600 (year 2016), Features Intersected: CSAH 19, Facility Carried by Structure: I 94
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)