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

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Structure Number: 91293,  Location: 0.1 MI W OF JCT TH 53 (Lat: 46.807575,  Lng: -92.165147),  Route carried "on" structure: County highway 6,  Year Built: 1975,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 9,600 (year 2015),  Average Future Daily Traffic: 9,600 (year 2039),  Design Load: HS 20,  Features Intersected: MILLERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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 48 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $72,000,000

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Structure Number: 91294,  Location: 0.1 MI S OF JCT CSAH 6 (Lat: 46.805725,  Lng: -92.164817),  Route carried "on" structure: City street 178,  Year Built: 1975,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 5,800 (year 2016),  Average Future Daily Traffic: 5,800 (year 2039),  Design Load: HS 20,  Features Intersected: MILLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.34m (1.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $72,000,000

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Structure Number: 91675,  Location: 0.1 MI N OF JCT TH 53 (Lat: 46.815569,  Lng: -92.174781),  Route carried "on" structure: County highway 91,  Year Built: 1980,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 10,051 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,000 (year 2039),  Design Load: HS 20,  Features Intersected: MILLERS 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),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: September 2021

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Structure Number: 9255,  Location: 0.2 MI E OF CENTRAL AVE (Lat: 46.730617,  Lng: -92.162667),  Route carried "on" structure: City street 108,  Year Built: 1959,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 1,300 (year 2014),  Average Future Daily Traffic: 1,300 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 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: 92627,  Location: 0.2 MI W OF JCT CR281 (Lat: 46.938264,  Lng: -91.942825),  Route carried "on" structure: County highway 43,  Year Built: 1970,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 1,150 (year 2015),  Average Future Daily Traffic: 1,150 (year 2039),  Design Load: HS 20,  Features Intersected: FRENCH 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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020

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Structure Number: 93512,  Location: 0.1 MI W OF JCT CR 293 (Lat: 46.894889,  Lng: -92.005547),  Route carried "on" structure: County highway 259,  Year Built: 1980,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 5 (year 2011),  Average Future Daily Traffic: 5 (year 2039),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020

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Structure Number: 93586,  Location: 0.5 MI N OF JCT CR 259 (Lat: 46.900253,  Lng: -92.026672),  Route carried "on" structure: County highway 245,  Year Built: 1982,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 110 (year 2011),  Average Future Daily Traffic: 110 (year 2039),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 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 desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9605,  Location: 0.4 MI N OF JCT CSAH 10 (Lat: 46.894281,  Lng: -92.005378),  Route carried "on" structure: County highway 293,  Year Built: 1984,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 540 (year 2011),  Average Future Daily Traffic: 540 (year 2039),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020

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Structure Number: 9617,  Location: 0.2 MI S OF JCT TH 194 (Lat: 46.805078,  Lng: -92.163781),  Route carried "on" structure: City street 178,  Year Built: 1986,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 3,000 (year 2016),  Average Future Daily Traffic: 3,000 (year 2039),  Design Load: HS 20,  Features Intersected: MILLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 29.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 97283,  Location: 0.2 MI N OF JCT CSAH 10 (Lat: 46.864025,  Lng: -92.047975),  Route carried "on" structure: County highway 37,  Year Built: 2004,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 5,830 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,800 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: AMITY 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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $97,000,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000

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Structure Number: L593,  Location: 0.1 MI W OF JCT CSAH 9 (Lat: 46.826453,  Lng: -92.074128),  Route carried "on" structure: City street 846,  Year Built: 1973,  Status: Posted for load,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 15 (year 1986),  Average Future Daily Traffic: 15 (year 2029),  Features Intersected: TISCHERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 14.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021

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Structure Number: L6007,  Location: 2.4 MI S OF JCT TH 35 (Lat: 46.703553,  Lng: -92.228067),  Route carried "on" structure: City street 536,  Year Built: 1919,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 125 (year 1986),  Average Future Daily Traffic: 125 (year 2029),  Features Intersected: STEWART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $191,000,000,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: L6113,  Location: 0.3 MI N OF JCT CSAH9 (Lat: 46.819467,  Lng: -92.063164),  Route carried "on" structure: City street 133,  Year Built: 1925,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 1,950 (year 2016),  Average Future Daily Traffic: 1,950 (year 2039),  Features Intersected: TISCHERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L6114,  Location: 0.8 MI N OF JCT TH194 (Lat: 46.807081,  Lng: -92.088836),  Route carried "on" structure: City street 134,  Year Built: 1919,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 6,000 (year 2017),  Average Future Daily Traffic: 6,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CHESTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L6115,  Location: 1.3 MI N OF JCT TH 194 (Lat: 46.812625,  Lng: -92.091722),  Route carried "on" structure: City street 179,  Year Built: 1930,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 1,450 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,250 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CHESTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.55m (1.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $179,000,000,  Total Project Cost: $125,000,000,  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: L6116,  Location: 0.6 MI SE OF SUPERIOR ST (Lat: 46.778986,  Lng: -92.092906),  Route carried "on" structure: City street 140,  Year Built: 1905,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 15.29m (50.16ft),  Average Daily Traffic: 6,200 (year 2017),  Average Future Daily Traffic: 6,200 (year 2039),  Features Intersected: SHIP CANAL
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 98.8m (324.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 117.6m (385.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 27.9 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: 18.8 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $999,999,000,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: L8477,  Location: 0.1 MI S OF JCT TH53 (Lat: 46.770594,  Lng: -92.139519),  Route carried "on" structure: City street 203,  Year Built: 1927,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.03m (19.78ft),  Average Daily Traffic: 340 (year 2017),  Average Future Daily Traffic: 340 (year 2039),  Features Intersected: MILLER CREEK; STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $999,999,000,  Total Project Cost: $999,999,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8478,  Location: 0.2 MI W OF JCT TH 53 (Lat: 46.795094,  Lng: -92.158539),  Route carried "on" structure: City street 1880,  Year Built: 1954,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 175 (year 1975),  Average Future Daily Traffic: 175 (year 2029),  Features Intersected: WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 90.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.37m (1.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $69,000,000,  Roadway Improvement Cost: $3,000,000,  Total Project Cost: $51,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8503,  Location: 1.1 MI N OF JCT CSAH12 (Lat: 46.853839,  Lng: -92.011375),  Route carried "on" structure: City street 712,  Year Built: 1912,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 77 (year 1985),  Average Future Daily Traffic: 77 (year 2029),  Features Intersected: AMITY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $750,000,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8505,  Location: 1.4 MI N OF JCT CSAH12 (Lat: 46.856822,  Lng: -92.013161),  Route carried "on" structure: City street 712,  Year Built: 1912,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 72 (year 1985),  Average Future Daily Traffic: 72 (year 2029),  Features Intersected: AMITY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $850,000,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8506,  Location: 1.5 MI N OF JCT CSAH12 (Lat: 46.859428,  Lng: -92.014000),  Route carried "on" structure: City street 712,  Year Built: 1912,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 130 (year 2003),  Average Future Daily Traffic: 130 (year 2029),  Features Intersected: AMITY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $274,000,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8507,  Location: 1.6 MI N OF JCT CSAH12 (Lat: 46.860633,  Lng: -92.014733),  Route carried "on" structure: City street 712,  Year Built: 1912,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 72 (year 1985),  Average Future Daily Traffic: 72 (year 2029),  Features Intersected: AMITY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.52m (1.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $175,000,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8512,  Location: 0.2 MI W OF JCT CSAH9 (Lat: 46.827928,  Lng: -92.073822),  Route carried "on" structure: City street 846,  Year Built: 1965,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 220 (year 1986),  Average Future Daily Traffic: 220 (year 2029),  Features Intersected: TISCHERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: L8513,  Location: 0.4 MI W OF WOODLAND AVE (Lat: 46.830514,  Lng: -92.073775),  Route carried "on" structure: City street 846,  Year Built: 1950,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 526 (year 1993),  Average Future Daily Traffic: 526 (year 2029),  Features Intersected: TISCHERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: L8514,  Location: 0.2 MI W OF JCT CSAH9 (Lat: 46.831333,  Lng: -92.075722),  Route carried "on" structure: City street 921,  Year Built: 1950,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 100 (year 1986),  Average Future Daily Traffic: 100 (year 2029),  Features Intersected: TISCHERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.9m (6.2ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021

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Structure Number: L8517,  Location: 0.1 MI E OF JCT CSAH9 (Lat: 46.822217,  Lng: -92.068725),  Route carried "on" structure: City street 800,  Year Built: 1930,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 225 (year 1986),  Average Future Daily Traffic: 225 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: TISCHERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $60,000,000,  Total Project Cost: $38,000,000,  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: L9419,  Location: 0.2 MI W OF JCT CSAH 9 (Lat: 46.832264,  Lng: -92.075189),  Route carried "on" structure: City street 919,  Year Built: 1973,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 125 (year 1986),  Average Future Daily Traffic: 125 (year 2029),  Features Intersected: TISCHERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: R0084,  Location: 0.2 MI W OF JCT TH 53 (Lat: 46.806347,  Lng: -92.165025),  Route carried "on" structure: City street 1233,  Year Built: 1985,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 224 (year 1985),  Average Future Daily Traffic: 224 (year 2029),  Design Load: HS 20,  Features Intersected: MILLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 29.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 6888,  Location: AT JCT TH 2 (Lat: 46.732206,  Lng: -92.200786),  Route carried "under" structure: Interstate 35,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: I 35 NB,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 69038,  Location: 0.25 MI N OF JCT TH 35 (Lat: 46.771092,  Lng: -92.126853),  Route carried "under" structure: US 53,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 22,900 (year 2019),  Truck Traffic: 4%,  Features Intersected: US 53,  Facility Carried by Structure: MUN 372
Minimum Vertical Clearance: 5.21m (17.09ft),  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: 691,  Location: AT WISCONSIN STATE LINE (Lat: 46.731603,  Lng: -92.143494),  Route carried "under" structure: Interstate 35,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 44,500 (year 2019),  Truck Traffic: 5%,  Features Intersected: ST LOUIS R, TH35; RR,  Facility Carried by Structure: US 2
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Length of Maximum Span: 152.4m (500.0ft)

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Structure Number: 69101,  Location: AT THE JCT TH 2; 35 (Lat: 46.742072,  Lng: -92.152550),  Route carried "under" structure: City street 1309,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 1994),  Features Intersected: I 35 RAMP; LAKE,  Facility Carried by Structure: CON 5873
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 69102,  Location: AT THE E JCT TH 35; 2 (Lat: 46.743619,  Lng: -92.153681),  Route carried "under" structure: Interstate 35,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 44,500 (year 2019),  Truck Traffic: 5%,  Features Intersected: I 35, RAMPS; LAKE
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.8m (192.9ft)

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Structure Number: 69102,  Location: AT THE E JCT TH 35; 2 (Lat: 46.743619,  Lng: -92.153681),  Route carried "under" structure: Ramp US 2129,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1994),  Features Intersected: I 35, RAMPS; LAKE,  Facility Carried by Structure: CON 3544
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.8m (192.9ft)

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Structure Number: 69102,  Location: AT THE E JCT TH 35; 2 (Lat: 46.743619,  Lng: -92.153681),  Route carried "under" structure: US 2,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 2019),  Truck Traffic: 5%,  Features Intersected: I 35, RAMPS; LAKE,  Facility Carried by Structure: CON 3544
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.8m (192.9ft)

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Structure Number: 69102,  Location: AT THE E JCT TH 35; 2 (Lat: 46.743619,  Lng: -92.153681),  Route carried "under" structure: Ramp US 1248,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 1994),  Features Intersected: I 35, RAMPS; LAKE,  Facility Carried by Structure: CON 3544
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.8m (192.9ft)

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Structure Number: 69123,  Location: 0.75 MI N OF JCT TH 35 (Lat: 46.774067,  Lng: -92.141822),  Route carried "under" structure: US 53,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 23,600 (year 2019),  Truck Traffic: 4%,  Features Intersected: US 53,  Facility Carried by Structure: MSAS 113
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.4m (106.3ft)

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Structure Number: 69509,  Location: 1.5 MI NE OF JCT TH 535 (Lat: 46.783231,  Lng: -92.100342),  Route carried "under" structure: Ramp Interstate 2125,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1994),  Features Intersected: I 35, FRONT RDS;STREET,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 69509,  Location: 1.5 MI NE OF JCT TH 535 (Lat: 46.783231,  Lng: -92.100342),  Route carried "under" structure: Interstate 35,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 20,400 (year 2019),  Truck Traffic: 1%,  Features Intersected: I 35, FRONT RDS;STREET,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Steel,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 69509,  Location: 1.5 MI NE OF JCT TH 535 (Lat: 46.783231,  Lng: -92.100342),  Route carried "under" structure: Ramp Interstate 4690,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1994),  Features Intersected: I 35, FRONT RDS;STREET,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 6.80m (22.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 69509,  Location: 1.5 MI NE OF JCT TH 535 (Lat: 46.783231,  Lng: -92.100342),  Route carried "under" structure: City street 118,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 3,550 (year 2003),  Features Intersected: I 35, FRONT RDS;STREET,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Steel,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 69575,  Location: 0.7 MI N OF JCT TH 35 (Lat: 46.788550,  Lng: -92.106278),  Route carried "under" structure: Ramp State highway 3262,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 1995),  Features Intersected: 2ND AVE W RAMP,  Facility Carried by Structure: MN 194
Minimum Vertical Clearance: 3.57m (11.71ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 69648,  Location: .08 MI W OF JCT CSAH 33 (Lat: 46.880956,  Lng: -91.921508),  Route carried "under" structure: Other road ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 2006),  Features Intersected: ACCESS RD,  Facility Carried by Structure: CSAH 61
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 11.7m (38.4ft)

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Structure Number: 69802,  Location: 0.2 MI NW OF JCT TH 35 (Lat: 46.767311,  Lng: -92.126533),  Route carried "under" structure: City street 124,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,700 (year 2003),  Features Intersected: 1ST ST; 21ST AVE,  Facility Carried by Structure: US 53
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 69802,  Location: 0.2 MI NW OF JCT TH 35 (Lat: 46.767311,  Lng: -92.126533),  Route carried "under" structure: City street 173,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 2003),  Features Intersected: 1ST ST; 21ST AVE,  Facility Carried by Structure: US 53
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 69802A,  Location: 0.2 MI NW OF JCT TH 35 (Lat: 46.768136,  Lng: -92.125694),  Route carried "under" structure: City street 124,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,700 (year 2003),  Features Intersected: 21ST AVE,  Facility Carried by Structure: CON 5392
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.0m (85.3ft)

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Structure Number: 69802C,  Location: AT THE JCT TH 53; 23 (Lat: 46.769211,  Lng: -92.125014),  Route carried "under" structure: City street 379,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 1975),  Features Intersected: 19TH; 20TH ST CONN,  Facility Carried by Structure: US 53
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 69802D,  Location: 0.2 MI NW OF JCT TH 35 (Lat: 46.769219,  Lng: -92.124650),  Route carried "under" structure: City street 379,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 1975),  Features Intersected: 19TH; 20TH ST CONN,  Facility Carried by Structure: CON 4675
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 69803,  Location: 0.5 MI NE OF JCT TH 535 (Lat: 46.770381,  Lng: -92.117272),  Route carried "under" structure: Interstate 35,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 57,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: I 35, Michigan ST; RR,  Facility Carried by Structure: MSAS 149
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 69803,  Location: 0.5 MI NE OF JCT TH 535 (Lat: 46.770381,  Lng: -92.117272),  Route carried "under" structure: City street 194,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2003),  Features Intersected: I 35, Michigan ST; RR,  Facility Carried by Structure: MSAS 149
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 69803,  Location: 0.5 MI NE OF JCT TH 535 (Lat: 46.770381,  Lng: -92.117272),  Route carried "under" structure: City street 1888,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2019),  Features Intersected: I 35, Michigan ST; RR,  Facility Carried by Structure: MSAS 149
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 69808,  Location: 0.7 MI S OF JCT TH 35 (Lat: 46.756981,  Lng: -92.107675),  Route carried "under" structure: City street 149,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2003),  Features Intersected: SB GARFIELD; BNSF RR,  Facility Carried by Structure: I 535
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 69808A,  Location: 0.7 MI S OF JCT TH 35 (Lat: 46.757092,  Lng: -92.107422),  Route carried "under" structure: Ramp Interstate 524,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2003),  Features Intersected: GARFIELD NB; SB; RR,  Facility Carried by Structure: CON 504
Minimum Vertical Clearance: 7.59m (24.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 69808A,  Location: 0.7 MI S OF JCT TH 35 (Lat: 46.757092,  Lng: -92.107422),  Route carried "under" structure: City street 149,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,326 (year 2019),  Truck Traffic: 9%,  Features Intersected: GARFIELD NB; SB; RR,  Facility Carried by Structure: CON 504
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 69811,  Location: AT ORE DOCKS (Lat: 46.752739,  Lng: -92.139939),  Route carried "under" structure: Interstate 35,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 44,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: I 35,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 69816,  Location: 2.0 MI NE OF JCT TH 535 (Lat: 46.786358,  Lng: -92.097100),  Route carried "under" structure: Interstate 35,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 20,400 (year 2019),  Truck Traffic: 1%,  Features Intersected: I 35, FRRD, MICH; LK PL,  Facility Carried by Structure: MSAS 140
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 69816,  Location: 2.0 MI NE OF JCT TH 535 (Lat: 46.786358,  Lng: -92.097100),  Route carried "under" structure: Ramp Interstate 4690,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1994),  Features Intersected: I 35, FRRD, MICH; LK PL,  Facility Carried by Structure: MSAS 140
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 69816,  Location: 2.0 MI NE OF JCT TH 535 (Lat: 46.786358,  Lng: -92.097100),  Route carried "under" structure: City street 145,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 1,508 (year 2019),  Truck Traffic: 9%,  Features Intersected: I 35, FRRD, MICH; LK PL,  Facility Carried by Structure: MSAS 140
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 69816,  Location: 2.0 MI NE OF JCT TH 535 (Lat: 46.786358,  Lng: -92.097100),  Route carried "under" structure: City street 1318,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1982),  Features Intersected: I 35, FRRD, MICH; LK PL,  Facility Carried by Structure: MSAS 140
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 69817,  Location: 2.3 MI NE OF JCT TH 535 (Lat: 46.789647,  Lng: -92.093269),  Route carried "under" structure: Interstate 35,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 20,400 (year 2019),  Truck Traffic: 1%,  Features Intersected: I 35;SB OFF RAMP,  Facility Carried by Structure: CON 3744
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.7m (153.2ft)

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Structure Number: 69817,  Location: 2.3 MI NE OF JCT TH 535 (Lat: 46.789647,  Lng: -92.093269),  Route carried "under" structure: Ramp Interstate 4325,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1994),  Features Intersected: I 35;SB OFF RAMP,  Facility Carried by Structure: CON 3744
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.7m (153.2ft)