Bridge Statistics for Owatonna, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 93Number of bridges
- 938ft / 286mTotal length
- $3,618,999,000Total costs
- 705,264Total average daily traffic
- 85,080Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Owatonna
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 41950-1959
- 191960-1969
- 91970-1979
- 41980-1989
- 191990-1999
- 132000-2009
- 222010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 32.8%Very good
- 37.7%Good
- 21.3%Satisfactory
- 8.2%Fair
- Bridge Condition - Superstructure
- 27.9%Very good
- 50.8%Good
- 16.4%Satisfactory
- 3.3%Fair
- 1.6%Poor
- Bridge Condition - Substructure
- 27.9%Very good
- 36.1%Good
- 14.8%Satisfactory
- 21.3%Fair
- Bridge Condition - Channel
- 23.5%Very good
- 27.5%Good
- 35.3%Satisfactory
- 9.8%Fair
- 3.9%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 46.7%Good
- 6.7%Satisfactory
- 6.7%Fair
- 6.7%Poor
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Structure Number: 3921, Location: 1.3 MI SE OF JCT TH 35 (Lat: 44.087683, Lng: -93.229286), Route carried "on" structure: County highway 45, Year Built: 1923, Year Reconstructed: 1984, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 9,900 (year 2011), Average Future Daily Traffic: 9,900 (year 2035), Design Load: HS 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3921, Location: 1.3 MI SE OF JCT TH 35 (Lat: 44.087683, Lng: -93.229286), Route carried "on" structure: County highway 45, Year Built: 1923, Year Reconstructed: 1984, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 9,900 (year 2011), Average Future Daily Traffic: 9,900 (year 2035), Design Load: HS 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 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: 4365, Location: 2.4 MI W OF N JCT TH 35 (Lat: 44.095036, Lng: -93.293044), Route carried "on" structure: County highway 2, Year Built: 1926, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 4,500 (year 2035), Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $88,000,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $55,000,000
Structure Number: 4365, Location: 2.4 MI W OF N JCT TH 35 (Lat: 44.095036, Lng: -93.293044), Route carried "on" structure: County highway 2, Year Built: 1926, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 4,500 (year 2035), Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $88,000,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $55,000,000
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Structure Number: 6743, Location: 0.9 S OF JCT CR60 (Lat: 44.025158, Lng: -93.226142), Route carried "on" structure: County highway 45, Year Built: 1951, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 3,750 (year 2015), Average Future Daily Traffic: 3,750 (year 2035), Design Load: H 20, Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $272,000,000, Roadway Improvement Cost: $25,000,000, Total Project Cost: $278,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6743, Location: 0.9 S OF JCT CR60 (Lat: 44.025158, Lng: -93.226142), Route carried "on" structure: County highway 45, Year Built: 1951, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 3,750 (year 2015), Average Future Daily Traffic: 3,750 (year 2035), Design Load: H 20, Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $272,000,000, Roadway Improvement Cost: $25,000,000, Total Project Cost: $278,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7205, Location: 0.1 MI E OF JCT CSAH 45 (Lat: 44.093411, Lng: -93.228836), Route carried "on" structure: City street 102, Year Built: 1959, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,000 (year 2015), Average Future Daily Traffic: 9,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.8m (9.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $953,000,000, Roadway Improvement Cost: $47,000,000, Total Project Cost: $522,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7205, Location: 0.1 MI E OF JCT CSAH 45 (Lat: 44.093411, Lng: -93.228836), Route carried "on" structure: City street 102, Year Built: 1959, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,000 (year 2015), Average Future Daily Traffic: 9,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.8m (9.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $953,000,000, Roadway Improvement Cost: $47,000,000, Total Project Cost: $522,000,000, 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: 74005, Location: 1.2 MI E OF S JCT TH 35 (Lat: 44.059503, Lng: -93.226150), Route carried "on" structure: County highway 45, Year Built: 1965, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 7,500 (year 2015), Average Future Daily Traffic: 7,500 (year 2039), Design Load: HS 20, Features Intersected: US 14
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: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 99.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $52,000,000, Total Project Cost: $789,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 74005, Location: 1.2 MI E OF S JCT TH 35 (Lat: 44.059503, Lng: -93.226150), Route carried "on" structure: County highway 45, Year Built: 1965, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 7,500 (year 2015), Average Future Daily Traffic: 7,500 (year 2039), Design Load: HS 20, Features Intersected: US 14
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: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 99.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $52,000,000, Total Project Cost: $789,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 74007, Location: 0.6 MI E OF JCT TH 35 (Lat: 44.094772, Lng: -93.232453), Route carried "on" structure: County highway 45, Year Built: 1968, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 9,900 (year 2011), Average Future Daily Traffic: 9,900 (year 2035), Design Load: HS 25 or greater, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $31,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74007, Location: 0.6 MI E OF JCT TH 35 (Lat: 44.094772, Lng: -93.232453), Route carried "on" structure: County highway 45, Year Built: 1968, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 9,900 (year 2011), Average Future Daily Traffic: 9,900 (year 2035), Design Load: HS 25 or greater, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $31,000,000, Total Project Cost: $999,999,000, 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: 7401, Location: AT JCT TH 14; 218 (Lat: 44.059444, Lng: -93.189522), Route carried "on" structure: US 14, Year Built: 1971, Status: Open, Structure Length: 10.19m (33.43ft), Average Daily Traffic: 4,400 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 5,450 (year 2039), Design Load: HS 20, Features Intersected: TH 218; IM RAIL
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: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 7401, Location: AT JCT TH 14; 218 (Lat: 44.059444, Lng: -93.189522), Route carried "on" structure: US 14, Year Built: 1971, Status: Open, Structure Length: 10.19m (33.43ft), Average Daily Traffic: 4,400 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 5,450 (year 2039), Design Load: HS 20, Features Intersected: TH 218; IM RAIL
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: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 74012, Location: 3.7 MI W OF N JCT TH 35 (Lat: 44.095097, Lng: -93.319992), Route carried "on" structure: County highway 2, Year Built: 1968, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 4,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 4,500 (year 2035), Design Load: HS 20, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 74012, Location: 3.7 MI W OF N JCT TH 35 (Lat: 44.095097, Lng: -93.319992), Route carried "on" structure: County highway 2, Year Built: 1968, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 4,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 4,500 (year 2035), Design Load: HS 20, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 74013, Location: 3.0 MI W OF N JCT TH 35 (Lat: 44.095056, Lng: -93.304742), Route carried "on" structure: County highway 2, Year Built: 1979, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 4,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 4,500 (year 2039), Design Load: HS 20, Features Intersected: CRANE CREEK (JD #1)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, 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: 28.7m (94.2ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 96.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74013, Location: 3.0 MI W OF N JCT TH 35 (Lat: 44.095056, Lng: -93.304742), Route carried "on" structure: County highway 2, Year Built: 1979, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 4,500 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 4,500 (year 2039), Design Load: HS 20, Features Intersected: CRANE CREEK (JD #1)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, 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: 28.7m (94.2ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 96.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 74014, Location: AT THE JCT TH 14; 218 (Lat: 44.059681, Lng: -93.189658), Route carried "on" structure: US 14, Year Built: 2002, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 5,450 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 5,450 (year 2039), Design Load: HS 25 or greater, Features Intersected: CSAH 48; IM RAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74014, Location: AT THE JCT TH 14; 218 (Lat: 44.059681, Lng: -93.189658), Route carried "on" structure: US 14, Year Built: 2002, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 5,450 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 5,450 (year 2039), Design Load: HS 25 or greater, Features Intersected: CSAH 48; IM RAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 74017, Location: 1.3 MI W OF JCT TH 14; 35 (Lat: 44.058783, Lng: -93.276750), Route carried "on" structure: County highway 7, Year Built: 2009, Status: Open, Structure Length: 6.53m (21.42ft), Average Daily Traffic: 1,600 (year 2007), Average Future Daily Traffic: 1,600 (year 2031), Design Load: HL 93, Features Intersected: US 14
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: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.1m (105.3ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74017, Location: 1.3 MI W OF JCT TH 14; 35 (Lat: 44.058783, Lng: -93.276750), Route carried "on" structure: County highway 7, Year Built: 2009, Status: Open, Structure Length: 6.53m (21.42ft), Average Daily Traffic: 1,600 (year 2007), Average Future Daily Traffic: 1,600 (year 2031), Design Load: HL 93, Features Intersected: US 14
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: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.1m (105.3ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 74019, Location: 2.8 MI W OF JCT TH 14; 35 (Lat: 44.058781, Lng: -93.306389), Route carried "on" structure: County highway 17, Year Built: 2009, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 360 (year 2011), Average Future Daily Traffic: 360 (year 2039), Design Load: HL 93, Features Intersected: US 14
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: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74019, Location: 2.8 MI W OF JCT TH 14; 35 (Lat: 44.058781, Lng: -93.306389), Route carried "on" structure: County highway 17, Year Built: 2009, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 360 (year 2011), Average Future Daily Traffic: 360 (year 2039), Design Load: HL 93, Features Intersected: US 14
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: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 74021, Location: 0.5 MI E OF JCT TH 35 (Lat: 44.059442, Lng: -93.239708), Route carried "on" structure: US 14, Year Built: 2018, Status: Open, Structure Length: 6.99m (22.93ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,000 (year 2039), Design Load: HL 93, 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: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74021, Location: 0.5 MI E OF JCT TH 35 (Lat: 44.059442, Lng: -93.239708), Route carried "on" structure: US 14, Year Built: 2018, Status: Open, Structure Length: 6.99m (22.93ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,000 (year 2039), Design Load: HL 93, 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: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 74022, Location: 0.5 MI E OF JCT TH 35 (Lat: 44.059269, Lng: -93.239578), Route carried "on" structure: US 14, Year Built: 2017, Status: Open, Structure Length: 6.99m (22.93ft), Average Daily Traffic: 16,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 7,000 (year 2039), Design Load: HL 93, 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: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74022, Location: 0.5 MI E OF JCT TH 35 (Lat: 44.059269, Lng: -93.239578), Route carried "on" structure: US 14, Year Built: 2017, Status: Open, Structure Length: 6.99m (22.93ft), Average Daily Traffic: 16,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 7,000 (year 2039), Design Load: HL 93, 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: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 74023, Location: 0.7 MI E OF JCT TH 35 (Lat: 44.059436, Lng: -93.236136), Route carried "on" structure: US 14, Year Built: 2018, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,000 (year 2039), Design Load: HL 93, Features Intersected: STRAIGHT 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: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 57.3 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: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: July 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74023, Location: 0.7 MI E OF JCT TH 35 (Lat: 44.059436, Lng: -93.236136), Route carried "on" structure: US 14, Year Built: 2018, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,000 (year 2039), Design Load: HL 93, Features Intersected: STRAIGHT 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: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 57.3 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: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: July 2021, Underwater Inspection Date: May 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: 74024, Location: 0.7 MI E OF JCT TH 35 (Lat: 44.059264, Lng: -93.235956), Route carried "on" structure: US 14, Year Built: 2017, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 16,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 7,000 (year 2039), Design Load: HL 93, Features Intersected: STRAIGHT 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: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.3 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: 43.1 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: July 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74024, Location: 0.7 MI E OF JCT TH 35 (Lat: 44.059264, Lng: -93.235956), Route carried "on" structure: US 14, Year Built: 2017, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 16,500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 7,000 (year 2039), Design Load: HL 93, Features Intersected: STRAIGHT 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: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.3 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: 43.1 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: July 2021, Underwater Inspection Date: May 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: 74502, Location: 0.1 MI W OF JCT CSAH1 (Lat: 44.124161, Lng: -93.229042), Route carried "on" structure: County highway 106, Year Built: 1961, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 40 (year 2035), Design Load: H 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 97.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 74502, Location: 0.1 MI W OF JCT CSAH1 (Lat: 44.124161, Lng: -93.229042), Route carried "on" structure: County highway 106, Year Built: 1961, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 40 (year 2035), Design Load: H 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 97.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 74509, Location: 0.1 MI E OF JCT TH14 (Lat: 44.087986, Lng: -93.229011), Route carried "on" structure: County highway 19, Year Built: 1965, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 6,500 (year 2011), Average Future Daily Traffic: 6,500 (year 2035), Design Load: HS 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $750,000,000, Roadway Improvement Cost: $50,000,000, Total Project Cost: $800,000,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74509, Location: 0.1 MI E OF JCT TH14 (Lat: 44.087986, Lng: -93.229011), Route carried "on" structure: County highway 19, Year Built: 1965, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 6,500 (year 2011), Average Future Daily Traffic: 6,500 (year 2035), Design Load: HS 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $750,000,000, Roadway Improvement Cost: $50,000,000, Total Project Cost: $800,000,000 ( Estimate for 2014), 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: 7451, Location: 0.1 MI W OF JCT TH35W (Lat: 44.051600, Lng: -93.252397), Route carried "on" structure: County highway 18, Year Built: 1966, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,400 (year 2011), Average Future Daily Traffic: 1,400 (year 2035), Design Load: H 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $296,000,000, Roadway Improvement Cost: $4,000,000, Total Project Cost: $45,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7451, Location: 0.1 MI W OF JCT TH35W (Lat: 44.051600, Lng: -93.252397), Route carried "on" structure: County highway 18, Year Built: 1966, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,400 (year 2011), Average Future Daily Traffic: 1,400 (year 2035), Design Load: H 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $296,000,000, Roadway Improvement Cost: $4,000,000, Total Project Cost: $45,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 74511, Location: 0.1 MI E OF JCT CSAH 1 (Lat: 44.094986, Lng: -93.223556), Route carried "on" structure: City street 78, Year Built: 1966, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 465 (year 1967), Average Future Daily Traffic: 465 (year 2029), Design Load: H 20, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 47.0 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: 16.2 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 74511, Location: 0.1 MI E OF JCT CSAH 1 (Lat: 44.094986, Lng: -93.223556), Route carried "on" structure: City street 78, Year Built: 1966, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 465 (year 1967), Average Future Daily Traffic: 465 (year 2029), Design Load: H 20, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 47.0 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: 16.2 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 74514, Location: 1.5 MI SW OF TH 35 (Lat: 44.138486, Lng: -93.273689), Route carried "on" structure: County highway 57, Year Built: 1968, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 30 (year 2035), Design Load: H 20, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 74514, Location: 1.5 MI SW OF TH 35 (Lat: 44.138486, Lng: -93.273689), Route carried "on" structure: County highway 57, Year Built: 1968, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 30 (year 2035), Design Load: H 20, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 74518, Location: 0.3 MI N OF JCT CSAH9 (Lat: 44.147817, Lng: -93.243928), Route carried "on" structure: County highway 45, Year Built: 1969, Status: Posted for load, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 3,400 (year 2011), Average Future Daily Traffic: 3,400 (year 2035), Design Load: HS 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.7m (64.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 27.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 74518, Location: 0.3 MI N OF JCT CSAH9 (Lat: 44.147817, Lng: -93.243928), Route carried "on" structure: County highway 45, Year Built: 1969, Status: Posted for load, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 3,400 (year 2011), Average Future Daily Traffic: 3,400 (year 2035), Design Load: HS 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.7m (64.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 27.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 74519, Location: 0.3 MI N OF JCT CR 80 (Lat: 44.070481, Lng: -93.146408), Route carried "on" structure: County highway 43, Year Built: 1969, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 950 (year 2015), Average Future Daily Traffic: 950 (year 2035), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 74519, Location: 0.3 MI N OF JCT CR 80 (Lat: 44.070481, Lng: -93.146408), Route carried "on" structure: County highway 43, Year Built: 1969, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 950 (year 2015), Average Future Daily Traffic: 950 (year 2035), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7452, Location: 0.2 MI N OF JCT CSAH19 (Lat: 44.090850, Lng: -93.208411), Route carried "on" structure: City street 125, Year Built: 1971, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 50 (year 1972), Average Future Daily Traffic: 50 (year 2029), Design Load: HS 20, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7452, Location: 0.2 MI N OF JCT CSAH19 (Lat: 44.090850, Lng: -93.208411), Route carried "on" structure: City street 125, Year Built: 1971, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 50 (year 1972), Average Future Daily Traffic: 50 (year 2029), Design Load: HS 20, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 74521, Location: 0.1 MI E OF JCT CSAH 45 (Lat: 44.109764, Lng: -93.239722), Route carried "on" structure: County highway 34, Year Built: 1972, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 9,600 (year 2011), Average Future Daily Traffic: 9,600 (year 2035), Design Load: HS 20, Features Intersected: STRAIGHT 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: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 74521, Location: 0.1 MI E OF JCT CSAH 45 (Lat: 44.109764, Lng: -93.239722), Route carried "on" structure: County highway 34, Year Built: 1972, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 9,600 (year 2011), Average Future Daily Traffic: 9,600 (year 2035), Design Load: HS 20, Features Intersected: STRAIGHT 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: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 74523, Location: 0.1 MI E OF JCT CSAH 30 (Lat: 44.006561, Lng: -93.290764), Route carried "on" structure: County highway 31, Year Built: 1973, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 280 (year 2011), Average Future Daily Traffic: 280 (year 2035), Design Load: HS 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 74523, Location: 0.1 MI E OF JCT CSAH 30 (Lat: 44.006561, Lng: -93.290764), Route carried "on" structure: County highway 31, Year Built: 1973, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 280 (year 2011), Average Future Daily Traffic: 280 (year 2035), Design Load: HS 20, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 74527, Location: 1.3 MI S OF JCT CSAH 18 (Lat: 44.033286, Lng: -93.246314), Route carried "on" structure: County highway 65, Year Built: 1974, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 30 (year 2035), Design Load: HS 20, Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 74527, Location: 1.3 MI S OF JCT CSAH 18 (Lat: 44.033286, Lng: -93.246314), Route carried "on" structure: County highway 65, Year Built: 1974, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 30 (year 2035), Design Load: HS 20, Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 74533, Location: 1.8 MI N OF JCT CSAH 3 (Lat: 44.020131, Lng: -93.205958), Route carried "on" structure: County highway 122, Year Built: 1987, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 29 (year 2018), Average Future Daily Traffic: 29 (year 2035), Design Load: HS 20, Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 74533, Location: 1.8 MI N OF JCT CSAH 3 (Lat: 44.020131, Lng: -93.205958), Route carried "on" structure: County highway 122, Year Built: 1987, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 29 (year 2018), Average Future Daily Traffic: 29 (year 2035), Design Load: HS 20, Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 74534, Location: 0.2 MI N OF JCT CSAH 19 (Lat: 44.091367, Lng: -93.218231), Route carried "on" structure: City street 136, Year Built: 1996, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 9,200 (year 2015), Average Future Daily Traffic: 9,200 (year 2039), Design Load: HS 25 or greater, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74534, Location: 0.2 MI N OF JCT CSAH 19 (Lat: 44.091367, Lng: -93.218231), Route carried "on" structure: City street 136, Year Built: 1996, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 9,200 (year 2015), Average Future Daily Traffic: 9,200 (year 2039), Design Load: HS 25 or greater, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 74536, Location: 0.7 MI S OF JCT CSAH 6 (Lat: 44.022817, Lng: -93.185919), Route carried "on" structure: County highway 120, Year Built: 1982, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 29 (year 2018), Average Future Daily Traffic: 29 (year 2035), Design Load: HS 20, Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 74536, Location: 0.7 MI S OF JCT CSAH 6 (Lat: 44.022817, Lng: -93.185919), Route carried "on" structure: County highway 120, Year Built: 1982, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 29 (year 2018), Average Future Daily Traffic: 29 (year 2035), Design Load: HS 20, Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 74537, Location: 0.3 MI N OF NORTH ST (Lat: 44.095244, Lng: -93.226089), Route carried "on" structure: City street 135, Year Built: 2009, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 8,000 (year 2015), Average Future Daily Traffic: 8,000 (year 2039), Design Load: HL 93, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 52.5 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: 40.5 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74537, Location: 0.3 MI N OF NORTH ST (Lat: 44.095244, Lng: -93.226089), Route carried "on" structure: City street 135, Year Built: 2009, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 8,000 (year 2015), Average Future Daily Traffic: 8,000 (year 2039), Design Load: HL 93, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 52.5 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: 40.5 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 74538, Location: 0.1 MI S OF JCT TH 14 (Lat: 44.094283, Lng: -93.306472), Route carried "on" structure: County highway 17, Year Built: 1999, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 360 (year 2011), Average Future Daily Traffic: 360 (year 2035), Design Load: HS 25 or greater, Features Intersected: Crane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74538, Location: 0.1 MI S OF JCT TH 14 (Lat: 44.094283, Lng: -93.306472), Route carried "on" structure: County highway 17, Year Built: 1999, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 360 (year 2011), Average Future Daily Traffic: 360 (year 2035), Design Load: HS 25 or greater, Features Intersected: Crane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 74539, Location: 0.8 MI E OF JCT TH 14 (Lat: 44.084275, Lng: -93.230422), Route carried "on" structure: City street 109, Year Built: 1991, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 14,600 (year 2011), Average Future Daily Traffic: 14,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.0 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: 27.9 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 minimum criteria, Deck Geometry: Meets minimum limits, 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: April 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74539, Location: 0.8 MI E OF JCT TH 14 (Lat: 44.084275, Lng: -93.230422), Route carried "on" structure: City street 109, Year Built: 1991, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 14,600 (year 2011), Average Future Daily Traffic: 14,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: STRAIGHT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.0 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: 27.9 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 minimum criteria, Deck Geometry: Meets minimum limits, 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: April 2021, Underwater Inspection Date: May 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: 74542, Location: 0.1 mi E of jct CSAH 8 (Lat: 44.102286, Lng: -93.193511), Route carried "on" structure: County highway 35, Year Built: 2002, Status: Open, Structure Length: 2.40m (7.87ft), Average Daily Traffic: 2,850 (year 2015), Average Future Daily Traffic: 2,850 (year 2035), Design Load: HS 25 or greater, Features Intersected: Maple Creek
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: 23.2m (76.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74542, Location: 0.1 mi E of jct CSAH 8 (Lat: 44.102286, Lng: -93.193511), Route carried "on" structure: County highway 35, Year Built: 2002, Status: Open, Structure Length: 2.40m (7.87ft), Average Daily Traffic: 2,850 (year 2015), Average Future Daily Traffic: 2,850 (year 2035), Design Load: HS 25 or greater, Features Intersected: Maple Creek
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: 23.2m (76.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 74543, Location: 1.4 E OF JCT CSAH 8 (Lat: 44.102750, Lng: -93.168311), Route carried "on" structure: County highway 35, Year Built: 2006, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 1,100 (year 2035), Design Load: HS 25 or greater, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74543, Location: 1.4 E OF JCT CSAH 8 (Lat: 44.102750, Lng: -93.168311), Route carried "on" structure: County highway 35, Year Built: 2006, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 1,100 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 1,100 (year 2035), Design Load: HS 25 or greater, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 7455, Location: in Brooktree Golf Course (Lat: 44.094750, Lng: -93.199439), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2002), Average Future Daily Traffic: 10 (year 2029), Design Load: HS 20, Features Intersected: Maple Creek, Facility Carried by Structure: PRIVATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $84,000,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 7455, Location: in Brooktree Golf Course (Lat: 44.094750, Lng: -93.199439), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2002), Average Future Daily Traffic: 10 (year 2029), Design Load: HS 20, Features Intersected: Maple Creek, Facility Carried by Structure: PRIVATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $84,000,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 74551, Location: 0.6 MI S of JCT CSAH 2 (Lat: 44.085983, Lng: -93.276917), Route carried "on" structure: County highway 7, Year Built: 2012, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,000 (year 2011), Average Future Daily Traffic: 1,000 (year 2035), Design Load: HL 93, Features Intersected: DM;E RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 48.0 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74551, Location: 0.6 MI S of JCT CSAH 2 (Lat: 44.085983, Lng: -93.276917), Route carried "on" structure: County highway 7, Year Built: 2012, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,000 (year 2011), Average Future Daily Traffic: 1,000 (year 2035), Design Load: HL 93, Features Intersected: DM;E RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 48.0 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 74554, Location: 0.4 MI W OF JCT CSAH23 (Lat: 44.146144, Lng: -93.263886), Route carried "on" structure: County highway 9, Year Built: 2012, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 420 (year 2015), Average Future Daily Traffic: 420 (year 2035), Design Load: HL 93, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 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: 37.3 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74554, Location: 0.4 MI W OF JCT CSAH23 (Lat: 44.146144, Lng: -93.263886), Route carried "on" structure: County highway 9, Year Built: 2012, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 420 (year 2015), Average Future Daily Traffic: 420 (year 2035), Design Load: HL 93, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 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: 37.3 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: 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: November 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: 7456, Location: 1.9 MI W OF JCT TH35W (Lat: 44.109692, Lng: -93.284225), Route carried "on" structure: County highway 37, Year Built: 2017, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 58 (year 2017), Average Future Daily Traffic: 58 (year 2035), Design Load: HL 93, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 71.3 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7456, Location: 1.9 MI W OF JCT TH35W (Lat: 44.109692, Lng: -93.284225), Route carried "on" structure: County highway 37, Year Built: 2017, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 58 (year 2017), Average Future Daily Traffic: 58 (year 2035), Design Load: HL 93, Features Intersected: CRANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 71.3 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 74805, Location: 3.7 MI S OF JCT TH 14; 35 (Lat: 44.007814, Lng: -93.254722), Route carried "on" structure: County highway 31, Year Built: 1965, Year Reconstructed: 2017, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 280 (year 2011), Average Future Daily Traffic: 280 (year 2039), Design Load: H 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: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 74805, Location: 3.7 MI S OF JCT TH 14; 35 (Lat: 44.007814, Lng: -93.254722), Route carried "on" structure: County highway 31, Year Built: 1965, Year Reconstructed: 2017, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 280 (year 2011), Average Future Daily Traffic: 280 (year 2039), Design Load: H 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: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing