Bridge Statistics for Mankato, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 7009,  Location: 1.0 MI E OF JCT TH 169 (Lat: 44.191217,  Lng: -93.996269),  Route carried "on" structure: US 14,  Year Built: 1976,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 18,500 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,500 (year 2039),  Design Load: HS 20,  Features Intersected: CSAH 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 701,  Location: 1.0 MI E OF JCT TH 169 (Lat: 44.190961,  Lng: -93.996217),  Route carried "on" structure: US 14,  Year Built: 1976,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 19,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,500 (year 2039),  Design Load: HS 20,  Features Intersected: CSAH 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 7011,  Location: 0.4 MI E OF JCT TH 169 (Lat: 44.191478,  Lng: -94.009750),  Route carried "on" structure: US 14,  Year Built: 1976,  Status: Open,  Structure Length: 29.64m (97.24ft),  Average Daily Traffic: 39,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,000 (year 2039),  Design Load: HS 20,  Features Intersected: MINN RIVER; UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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: Better than 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: August 2021,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 7015,  Location: 1.4 MI E OF JCT TH 169 (Lat: 44.190342,  Lng: -93.988153),  Route carried "on" structure: US 14,  Year Built: 1977,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 14,750 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,250 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $985,000,000,  Total Project Cost: $639,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 7016,  Location: 1.4 MI E OF JCT TH 169 (Lat: 44.190014,  Lng: -93.988189),  Route carried "on" structure: US 14,  Year Built: 1977,  Status: Open,  Structure Length: 5.22m (17.13ft),  Average Daily Traffic: 14,750 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,250 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $999,999,000,  Total Project Cost: $681,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 7017,  Location: AT THE JCT TH 22 (Lat: 44.188703,  Lng: -93.982094),  Route carried "on" structure: US 14,  Year Built: 1977,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 16,250 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,250 (year 2039),  Design Load: HS 20,  Features Intersected: N RIVERFRONT DR
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: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 7018,  Location: AT THE JCT TH 22 (Lat: 44.188489,  Lng: -93.982261),  Route carried "on" structure: US 14,  Year Built: 1977,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 14,750 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,250 (year 2039),  Design Load: HS 20,  Features Intersected: N RIVERFRONT DR
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: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 7019,  Location: 2.8 MI E OF JCT TH 169 (Lat: 44.179517,  Lng: -93.966011),  Route carried "on" structure: US 14,  Year Built: 1976,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 16,500 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,500 (year 2039),  Design Load: HS 20,  Features Intersected: CSAH 3
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: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: Galvanized Reinforcing

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Structure Number: 702,  Location: 2.8 MI E OF JCT TH 169 (Lat: 44.179406,  Lng: -93.966308),  Route carried "on" structure: US 14,  Year Built: 1976,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 17,250 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,500 (year 2039),  Design Load: HS 20,  Features Intersected: CSAH 3
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: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: Galvanized Reinforcing

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Structure Number: 7023,  Location: AT THE JCT TH 169 (Lat: 44.191625,  Lng: -94.016853),  Route carried "on" structure: US 14,  Year Built: 1976,  Status: Open,  Structure Length: 10.40m (34.12ft),  Average Daily Traffic: 39,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,000 (year 2039),  Design Load: HS 20,  Features Intersected: TH 169
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 7026,  Location: AT THE JCT TH 22 (Lat: 44.175003,  Lng: -93.948975),  Route carried "on" structure: US 14,  Year Built: 1996,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 12,300 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,200 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TH 22
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: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7029,  Location: AT THE JCT TH 66 (Lat: 44.159886,  Lng: -94.020364),  Route carried "on" structure: US 169,  Year Built: 1992,  Status: Open,  Structure Length: 6.63m (21.75ft),  Average Daily Traffic: 19,700 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,600 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: S RIVERFRONT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.1m (118.4ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 703,  Location: AT JCT TH 66 IN MANKATO (Lat: 44.158231,  Lng: -94.024553),  Route carried "on" structure: US 169,  Year Built: 1992,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 23,569 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,200 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SIBLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7033,  Location: 1.6 MI N OF JCT TH 14 (Lat: 44.198842,  Lng: -93.949142),  Route carried "on" structure: State highway 22,  Year Built: 1999,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 9,800 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,900 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SAKATAH STATE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft)

Condition: Culverts: Good,  Operating Rating: 97.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020

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Structure Number: 7035,  Location: 2.1 MI N OF JCT TH 14 (Lat: 44.201319,  Lng: -93.971686),  Route carried "on" structure: County highway 57,  Year Built: 1978,  Status: Open,  Structure Length: 16.59m (54.43ft),  Average Daily Traffic: 2,650 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,650 (year 2039),  Design Load: HS 20,  Features Intersected: STREAM; TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 85.4m (280.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7036,  Location: 4.4 MI N OF JCT TH 14 (Lat: 44.229775,  Lng: -93.958878),  Route carried "on" structure: State highway 22,  Year Built: 1978,  Status: Open,  Structure Length: 10.96m (35.96ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,500 (year 2039),  Design Load: HS 20,  Features Intersected: DME RR; STREAM
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: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 7041,  Location: 0.4 MI W OF JCT TH 66 (Lat: 44.156892,  Lng: -94.027803),  Route carried "on" structure: US 169,  Year Built: 1987,  Status: Open,  Structure Length: 3.09m (10.14ft),  Average Daily Traffic: 23,569 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,200 (year 2039),  Design Load: HS 20,  Features Intersected: OFF RAMP FROM US 169
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: 25.0m (82.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement 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: 7042,  Location: 0.1 MI SE OF JCT TH 169 (Lat: 44.169131,  Lng: -94.003300),  Route carried "on" structure: US 169,  Year Built: 1985,  Status: Open,  Structure Length: 28.43m (93.27ft),  Average Daily Traffic: 20,700 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,500 (year 2039),  Design Load: HS 20,  Features Intersected: MINN R, UP RR; STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 52.4m (171.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7512,  Location: 1.2 MI N OF JCT CSAH 35 (Lat: 44.080483,  Lng: -94.008575),  Route carried "on" structure: County highway 16,  Year Built: 1965,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 1,100 (year 2013),  Average Future Daily Traffic: 1,100 (year 2039),  Design Load: H 20,  Features Intersected: LE SUEUR 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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $721,000,000,  Roadway Improvement Cost: $43,000,000,  Total Project Cost: $658,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7526,  Location: 1.0 MI SW OF N CO LINE (Lat: 44.228539,  Lng: -93.984192),  Route carried "on" structure: County highway 5,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 6,111 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,050 (year 2039),  Design Load: HL 93,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $250,000,000,  Roadway Improvement Cost: $90,000,000,  Total Project Cost: $340,000,000 ( Estimate for 2017),  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: 7555,  Location: 2.4 MI NW OF JCT TH 22 (Lat: 44.084769,  Lng: -93.988822),  Route carried "on" structure: County highway 8,  Year Built: 1987,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 630 (year 2013),  Average Future Daily Traffic: 630 (year 2039),  Design Load: HS 20,  Features Intersected: LE SUEUR 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: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 60.8 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: Better than present minimum 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7566,  Location: 1.5 MI SE OF JCT TH 22 (Lat: 44.109261,  Lng: -93.945472),  Route carried "on" structure: County highway 90,  Year Built: 1998,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 1,050 (year 2013),  Average Future Daily Traffic: 1,050 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: LE SUEUR RIVER
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: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.3m (86.3ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7571,  Location: 0.2 MI E OF JCT TH 22 (Lat: 44.196183,  Lng: -93.945969),  Route carried "on" structure: County highway 26,  Year Built: 1998,  Status: Open,  Structure Length: 2.27m (7.45ft),  Average Daily Traffic: 2,200 (year 2017),  Average Future Daily Traffic: 2,200 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SAKATAH TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.1m (69.2ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7577,  Location: 0.3 MI S OF JCT TH 14 (Lat: 44.175219,  Lng: -93.968903),  Route carried "on" structure: County highway 82,  Year Built: 2003,  Status: Open,  Structure Length: 13.52m (44.36ft),  Average Daily Traffic: 16,100 (year 2013),  Average Future Daily Traffic: 16,100 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: THOMPSON RAVINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000,  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: 7589,  Location: 0.16 MI N of JCT CSAH 3 (Lat: 44.183914,  Lng: -93.925797),  Route carried "on" structure: County highway 12,  Year Built: 2010,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 1,750 (year 2013),  Average Future Daily Traffic: 1,750 (year 2039),  Design Load: HL 93,  Features Intersected: TRAIL; DM E RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7J09,  Location: 1.0 MI S OF STADIUM RD (Lat: 44.130533,  Lng: -94.004294),  Route carried "on" structure: County highway 16,  Year Built: 2004,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 2,004 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,900 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: STREAM
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: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $88,000,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000

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Structure Number: 40J14,  Location: 4 MI S OF KASOTA (Lat: 44.240864,  Lng: -94.004406),  Route carried "on" structure: County highway 159,  Year Built: 2005,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 20 (year 2005),  Average Future Daily Traffic: 20 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: STREAM
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $68,000,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000

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Structure Number: 5513,  Location: 0.1 MI NW OF JCT TH 169 (Lat: 44.152922,  Lng: -94.063378),  Route carried "on" structure: State highway 68,  Year Built: 1936,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.97m (13.02ft),  Average Daily Traffic: 2,600 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,450 (year 2039),  Design Load: HL 93,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.2 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: 44.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $789,000,000,  Roadway Improvement Cost: $29,000,000,  Total Project Cost: $447,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9098,  Location: AT N CO LINE IN MANKATO (Lat: 44.163608,  Lng: -94.018211),  Route carried "on" structure: US 169,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 48.59m (159.42ft),  Average Daily Traffic: 31,500 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MINN R, UP RR; STR
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.81m (48.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement 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: 93487,  Location: 1.0 MI S OF JCT CSAH 18 (Lat: 44.275956,  Lng: -93.906547),  Route carried "on" structure: County highway 19,  Year Built: 1974,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,450 (year 2017),  Average Future Daily Traffic: 1,450 (year 2039),  Design Load: HS 20,  Features Intersected: SHANASKA CREEK
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018

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Structure Number: 95147,  Location: 0.1 MI SE OF JCT CSAH 1 (Lat: 44.147497,  Lng: -94.024711),  Route carried "on" structure: County highway 525,  Year Built: 1980,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 9 (year 1975),  Average Future Daily Traffic: 9 (year 2029),  Design Load: HS 20,  Features Intersected: INDIAN 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),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Serious,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 7009,  Location: 1.0 MI E OF JCT TH 169 (Lat: 44.191217,  Lng: -93.996269),  Route carried "under" structure: County highway 5,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 7,600 (year 2009),  Features Intersected: CSAH 5,  Facility Carried by Structure: US 14
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 701,  Location: 1.0 MI E OF JCT TH 169 (Lat: 44.190961,  Lng: -93.996217),  Route carried "under" structure: County highway 5,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2005),  Features Intersected: CSAH 5,  Facility Carried by Structure: US 14
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 7017,  Location: AT THE JCT TH 22 (Lat: 44.188703,  Lng: -93.982094),  Route carried "under" structure: State highway 10,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 2019),  Truck Traffic: 4%,  Features Intersected: N RIVERFRONT DR,  Facility Carried by Structure: US 14
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 7018,  Location: AT THE JCT TH 22 (Lat: 44.188489,  Lng: -93.982261),  Route carried "under" structure: City street 101,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 13,600 (year 2019),  Truck Traffic: 4%,  Features Intersected: N RIVERFRONT DR,  Facility Carried by Structure: US 14
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 7019,  Location: 2.8 MI E OF JCT TH 169 (Lat: 44.179517,  Lng: -93.966011),  Route carried "under" structure: County highway 3,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,800 (year 2019),  Truck Traffic: 4%,  Features Intersected: CSAH 3,  Facility Carried by Structure: US 14
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 702,  Location: 2.8 MI E OF JCT TH 169 (Lat: 44.179406,  Lng: -93.966308),  Route carried "under" structure: County highway 82,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 7,900 (year 2005),  Features Intersected: CSAH 3,  Facility Carried by Structure: US 14
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 7023,  Location: AT THE JCT TH 169 (Lat: 44.191625,  Lng: -94.016853),  Route carried "under" structure: US 169,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 17,300 (year 2019),  Truck Traffic: 10%,  Features Intersected: TH 169,  Facility Carried by Structure: US 14
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.8m (107.6ft)

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Structure Number: 7025,  Location: AT THE JCT TH 22 (Lat: 44.175250,  Lng: -93.948989),  Route carried "under" structure: State highway 22,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 20,007 (year 2019),  Truck Traffic: 5%,  Features Intersected: TH 22,  Facility Carried by Structure: US 14
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 7026,  Location: AT THE JCT TH 22 (Lat: 44.175003,  Lng: -93.948975),  Route carried "under" structure: State highway 22,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 20,007 (year 2019),  Truck Traffic: 5%,  Features Intersected: TH 22,  Facility Carried by Structure: US 14
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 7029,  Location: AT THE JCT TH 66 (Lat: 44.159886,  Lng: -94.020364),  Route carried "under" structure: City street 154,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 22,900 (year 2009),  Truck Traffic: 13%,  Features Intersected: S RIVERFRONT DR,  Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.1m (118.4ft)

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Structure Number: 703,  Location: AT JCT TH 66 IN MANKATO (Lat: 44.158231,  Lng: -94.024553),  Route carried "under" structure: City street 154,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 1,703 (year 2019),  Truck Traffic: 4%,  Features Intersected: SIBLEY ST,  Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 7041,  Location: 0.4 MI W OF JCT TH 66 (Lat: 44.156892,  Lng: -94.027803),  Route carried "under" structure: Ramp US 1364,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 1994),  Features Intersected: OFF RAMP FROM US 169,  Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 7042,  Location: 0.1 MI SE OF JCT TH 169 (Lat: 44.169131,  Lng: -94.003300),  Route carried "under" structure: City street 101,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 21,400 (year 2005),  Features Intersected: MINN R, UP RR; STREET,  Facility Carried by Structure: UNU 169
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 7587,  Location: 3.7 MI E JCT CSAH5; TH14 (Lat: 44.173125,  Lng: -93.923606),  Route carried "under" structure: US 14,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 20,800 (year 2019),  Truck Traffic: 13%,  Features Intersected: US 14,  Facility Carried by Structure: CSAH 12
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 9098,  Location: AT N CO LINE IN MANKATO (Lat: 44.163608,  Lng: -94.018211),  Route carried "under" structure: Ramp US 4610,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1994),  Features Intersected: MINN R, UP RR; STR,  Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 9098,  Location: AT N CO LINE IN MANKATO (Lat: 44.163608,  Lng: -94.018211),  Route carried "under" structure: City street 101,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 2,600 (year 2005),  Features Intersected: MINN R, UP RR; STR,  Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)