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

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Structure Number: 9012,  Location: 5.4 MI W OF E JCT TH 73 (Lat: 46.452386,  Lng: -92.874742),  Route carried "on" structure: State highway 27,  Year Built: 2004,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 585 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 630 (year 2039),  Design Load: HL 93,  Features Intersected: KETTLE RIVER
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),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.8m (140.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $677,000,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000,  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: 9013,  Location: 4.7 MI W OF E JCT TH 73 (Lat: 46.455258,  Lng: -92.860114),  Route carried "on" structure: State highway 27,  Year Built: 2004,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,117 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,250 (year 2039),  Design Load: HL 93,  Features Intersected: GILLESPIE BROOK
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: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $315,000,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000,  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: 62029,  Location: 0.5 MI W OF JCT TH 51 WB (Lat: 45.010342,  Lng: -93.176503),  Route carried "on" structure: State highway 36,  Year Built: 1969,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.14m (20.14ft),  Average Daily Traffic: 44,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,000 (year 2039),  Design Load: HS 20,  Features Intersected: Fairview Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $79,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 6203,  Location: 0.5 MI W OF JCT TH 51 EB (Lat: 45.010028,  Lng: -93.176400),  Route carried "on" structure: State highway 36,  Year Built: 1969,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.03m (19.78ft),  Average Daily Traffic: 42,500 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,000 (year 2039),  Design Load: HS 20,  Features Intersected: Fairview Avenue
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: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $95,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 62035,  Location: 0.5 MI E OF JCT TH 51 (Lat: 45.010292,  Lng: -93.156700),  Route carried "on" structure: County highway 50,  Year Built: 1969,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 12,000 (year 2015),  Average Future Daily Traffic: 12,000 (year 2039),  Design Load: HS 20,  Features Intersected: TH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 75.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 6204,  Location: 0.2 MI N OF JCT TH 36 (Lat: 45.013456,  Lng: -93.166978),  Route carried "on" structure: State highway 51,  Year Built: 1969,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 46,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,000 (year 2039),  Design Load: HS 20,  Features Intersected: CO RD B2 (CSAH 78)
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: 26.2m (86.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $999,999,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 62069,  Location: 1.5 MI E OF JCT TH 51 (Lat: 45.010161,  Lng: -93.136081),  Route carried "on" structure: County highway 52,  Year Built: 1971,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 3,750 (year 2015),  Average Future Daily Traffic: 3,750 (year 2039),  Design Load: HS 20,  Features Intersected: TH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.7m (97.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 99.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 62073,  Location: 1.8 MI W OF JCT TH 35E (Lat: 45.009681,  Lng: -93.126197),  Route carried "on" structure: State highway 36,  Year Built: 1999,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 46,500 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 46,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Dale St N CSAH 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.0m (108.3ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.5 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: Better than present minimum criteria,  Deck Geometry: Superior 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: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 62074,  Location: 1.8 MI W OF JCT TH 35E (Lat: 45.009514,  Lng: -93.126206),  Route carried "on" structure: State highway 36,  Year Built: 1999,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 44,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 46,500 (year 2039),  Design Load: HL 93,  Features Intersected: Dale St N CSAH 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.0m (108.3ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 62519,  Location: 0.1 MI W OF JCT CSAH 52 (Lat: 45.019986,  Lng: -93.140822),  Route carried "on" structure: County highway 23,  Year Built: 1970,  Status: Posted for load,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 10,900 (year 2016),  Average Future Daily Traffic: 10,900 (year 2039),  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $88,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 62548,  Location: 0.3 MI N OF JCT TH 36 (Lat: 45.014722,  Lng: -93.187561),  Route carried "on" structure: County highway 24,  Year Built: 1986,  Status: Open,  Structure Length: 26.05m (85.47ft),  Average Daily Traffic: 5,900 (year 2016),  Average Future Daily Traffic: 5,900 (year 2039),  Design Load: HS 20,  Features Intersected: I 35W; W FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.7 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 62731,  Location: 1.0 MI E OF JCT TH 51 (Lat: 45.010472,  Lng: -93.146500),  Route carried "on" structure: State highway 36,  Year Built: 2016,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 88,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 93,000 (year 2039),  Design Load: HL 93,  Features Intersected: LEXINGTON AVE(CSAH 51)
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: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 62734,  Location: 1.0 Mi East of Jct TH 51 (Lat: 45.010472,  Lng: -93.146500),  Route carried "on" structure: State highway 36,  Year Built: 2016,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 88,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 93,000 (year 2039),  Design Load: HL 93,  Features Intersected: LEXINGTON AVE(CSAH 51)
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: 18.1m (59.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 62821,  Location: AT JCT TH 35W; 280 (Lat: 45.010219,  Lng: -93.202492),  Route carried "on" structure: Ramp State highway 856,  Year Built: 1970,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 2,325 (year 2003),  Average Future Daily Traffic: 2,325 (year 2029),  Design Load: HS 20,  Features Intersected: TH 280 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 62853,  Location: AT JCT TH 280; 35W (Lat: 45.009044,  Lng: -93.202117),  Route carried "on" structure: Ramp Interstate 3490,  Year Built: 1970,  Status: Open,  Structure Length: 8.97m (29.43ft),  Average Daily Traffic: 10,000 (year 1994),  Average Future Daily Traffic: 10,000 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: TH 280 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.9m (114.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.02m (9.91ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $77,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 6286,  Location: AT JCT TH 280; 35W (Lat: 45.007858,  Lng: -93.204528),  Route carried "on" structure: Interstate 35W,  Year Built: 1970,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 103,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 116,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NB RAMP; TH280 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 38.2m (125.3ft),  Out-to-Out Width: 40.9m (134.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 62938,  Location: 0.7 MI N OF JCT MN 36 (Lat: 45.019642,  Lng: -93.188806),  Route carried "on" structure: Interstate 35W,  Year Built: 2021,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 46,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,750 (year 2039),  Design Load: HL 93,  Features Intersected: ROSEGATE;RAILROAD
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: 20.0m (65.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 62939,  Location: 0.7 MI N OF JCT TH 36 (Lat: 45.019567,  Lng: -93.189111),  Route carried "on" structure: Interstate 35W,  Year Built: 2019,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 52,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,750 (year 2040),  Design Load: HL 93,  Features Intersected: ROSEGATE; BNSR RR
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: 21.5m (70.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: 6294,  Location: 5.5 MI W OF JCT TH 73 (Lat: 46.671422,  Lng: -92.998161),  Route carried "on" structure: State highway 210,  Year Built: 1930,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,152 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,500 (year 2039),  Design Load: H 15,  Features Intersected: TAMARACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Poor,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.34m (1.12ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $81,000,000,  Roadway Improvement Cost: $3,000,000,  Total Project Cost: $48,000,000

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Structure Number: 6294,  Location: 0.8 MI N OF JCT MN 36 (Lat: 45.020578,  Lng: -93.189142),  Route carried "on" structure: Interstate 35W,  Year Built: 2021,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 46,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,000 (year 2039),  Design Load: HL 93,  Features Intersected: COUNTY RD C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 62941,  Location: 0.8 MI N OF JCT TH 36 (Lat: 45.020567,  Lng: -93.189483),  Route carried "on" structure: Interstate 35W,  Year Built: 2019,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 52,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 52,000 (year 2039),  Design Load: HL 93,  Features Intersected: CSAH 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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: 9012,  Location: AT THE JCT TH 36; 51 SB (Lat: 45.010250,  Lng: -93.166633),  Route carried "on" structure: State highway 51,  Year Built: 1958,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 15,750 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,750 (year 2039),  Design Load: HS 20,  Features Intersected: TH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $4,000,000,  Total Project Cost: $67,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9013,  Location: AT THE JCT TH36; 51NB (Lat: 45.010161,  Lng: -93.166381),  Route carried "on" structure: State highway 51,  Year Built: 1958,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 15,685 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,750 (year 2039),  Design Load: HS 20,  Features Intersected: TH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9276,  Location: 0.2 MI E OF JCT TH 35W (Lat: 45.010317,  Lng: -93.186700),  Route carried "on" structure: State highway 36,  Year Built: 1963,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 44,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: Cleveland Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $22,000,000,  Total Project Cost: $339,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other

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Structure Number: 9277,  Location: 0.2 MI E OF JCT TH 35W (Lat: 45.010039,  Lng: -93.186731),  Route carried "on" structure: State highway 36,  Year Built: 1963,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 42,500 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: Cleveland Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 9355,  Location: 1.5 MI N OF JCT TH 36 (Lat: 45.035631,  Lng: -93.190497),  Route carried "on" structure: County highway 19,  Year Built: 1963,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.08m (23.23ft),  Average Daily Traffic: 15,200 (year 2016),  Average Future Daily Traffic: 15,200 (year 2039),  Design Load: HS 20,  Features Intersected: I 35W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.8m (81.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 82.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9569,  Location: AT JCT TH 36 35W (Lat: 45.010439,  Lng: -93.190244),  Route carried "on" structure: State highway 36,  Year Built: 1964,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 16.70m (54.79ft),  Average Daily Traffic: 42,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I 35W
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),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 99.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $145,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 9588,  Location: 0.1 MI NE OF JCT TH 36 (Lat: 45.012856,  Lng: -93.187278),  Route carried "on" structure: Ramp Interstate 1424,  Year Built: 1964,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 7,250 (year 1996),  Average Future Daily Traffic: 7,250 (year 2029),  Design Load: HS 20,  Features Intersected: I 35W NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 62029,  Location: 0.5 MI W OF JCT TH 51 WB (Lat: 45.010342,  Lng: -93.176503),  Route carried "under" structure: County highway 48,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2005),  Features Intersected: Fairview Avenue,  Facility Carried by Structure: MN 36
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 6203,  Location: 0.5 MI W OF JCT TH 51 EB (Lat: 45.010028,  Lng: -93.176400),  Route carried "under" structure: County highway 48,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2005),  Features Intersected: Fairview Avenue,  Facility Carried by Structure: MN 36
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 62035,  Location: 0.5 MI E OF JCT TH 51 (Lat: 45.010292,  Lng: -93.156700),  Route carried "under" structure: State highway 36,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 87,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: TH 36,  Facility Carried by Structure: CSAH 50
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.9m (81.7ft)

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Structure Number: 6204,  Location: 0.2 MI N OF JCT TH 36 (Lat: 45.013456,  Lng: -93.166978),  Route carried "under" structure: County highway 78,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 18,100 (year 2005),  Features Intersected: CO RD B2 (CSAH 78),  Facility Carried by Structure: MN 51
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: 62069,  Location: 1.5 MI E OF JCT TH 51 (Lat: 45.010161,  Lng: -93.136081),  Route carried "under" structure: State highway 36,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 88,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: TH 36,  Facility Carried by Structure: CSAH 52
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.7m (97.4ft)

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Structure Number: 62073,  Location: 1.8 MI W OF JCT TH 35E (Lat: 45.009681,  Lng: -93.126197),  Route carried "under" structure: County highway 53,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2005),  Features Intersected: Dale St N CSAH 53,  Facility Carried by Structure: MN 36
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 62074,  Location: 1.8 MI W OF JCT TH 35E (Lat: 45.009514,  Lng: -93.126206),  Route carried "under" structure: County highway 53,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2005),  Features Intersected: Dale St N CSAH 53,  Facility Carried by Structure: MN 36
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 62548,  Location: 0.3 MI N OF JCT TH 36 (Lat: 45.014722,  Lng: -93.187561),  Route carried "under" structure: Interstate 35W,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 136,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35W; W FRONTAGE RD,  Facility Carried by Structure: CSAH 24
Minimum Vertical Clearance: 6.92m (22.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 62548,  Location: 0.3 MI N OF JCT TH 36 (Lat: 45.014722,  Lng: -93.187561),  Route carried "under" structure: City street 329,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 1986),  Features Intersected: I 35W; W FRONTAGE RD,  Facility Carried by Structure: CSAH 24
Minimum Vertical Clearance: 7.89m (25.89ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 62731,  Location: 1.0 MI E OF JCT TH 51 (Lat: 45.010472,  Lng: -93.146500),  Route carried "under" structure: County highway 51,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 15,300 (year 2004),  Features Intersected: LEXINGTON AVE(CSAH 51),  Facility Carried by Structure: MN 36
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 62734,  Location: 1.0 Mi East of Jct TH 51 (Lat: 45.010472,  Lng: -93.146500),  Route carried "under" structure: County highway 51,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 15,300 (year 2004),  Features Intersected: LEXINGTON AVE(CSAH 51),  Facility Carried by Structure: MN 36
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 62821,  Location: AT JCT TH 35W; 280 (Lat: 45.010219,  Lng: -93.202492),  Route carried "under" structure: State highway 280,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2004),  Truck Traffic: 7%,  Features Intersected: TH 280 SB,  Facility Carried by Structure: CON 856
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 62853,  Location: AT JCT TH 280; 35W (Lat: 45.009044,  Lng: -93.202117),  Route carried "under" structure: State highway 280,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2019),  Truck Traffic: 6%,  Features Intersected: TH 280 NB,  Facility Carried by Structure: CON 3490
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.9m (114.5ft)

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Structure Number: 6286,  Location: AT JCT TH 280; 35W (Lat: 45.007858,  Lng: -93.204528),  Route carried "under" structure: State highway 280,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2004),  Truck Traffic: 7%,  Features Intersected: NB RAMP; TH280 SB,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.9m (101.4ft)

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Structure Number: 6286,  Location: AT JCT TH 280; 35W (Lat: 45.007858,  Lng: -93.204528),  Route carried "under" structure: Ramp Interstate 856,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 1994),  Features Intersected: NB RAMP; TH280 SB,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.9m (101.4ft)

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Structure Number: 62938,  Location: 0.7 MI N OF JCT MN 36 (Lat: 45.019642,  Lng: -93.188806),  Route carried "under" structure: City street 329,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2021),  Features Intersected: ROSEGATE;RAILROAD,  Facility Carried by Structure: I 35W NB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 62939,  Location: 0.7 MI N OF JCT TH 36 (Lat: 45.019567,  Lng: -93.189111),  Route carried "under" structure: City street 329,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2019),  Features Intersected: ROSEGATE; BNSR RR,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 6294,  Location: 0.8 MI N OF JCT MN 36 (Lat: 45.020578,  Lng: -93.189142),  Route carried "under" structure: County highway 23,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 2020),  Features Intersected: COUNTY RD C,  Facility Carried by Structure: I 35W NB
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.0m (173.9ft)

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Structure Number: 62941,  Location: 0.8 MI N OF JCT TH 36 (Lat: 45.020567,  Lng: -93.189483),  Route carried "under" structure: County highway 23,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 17,800 (year 2018),  Features Intersected: CSAH 23,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.0m (173.9ft)

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Structure Number: 9012,  Location: AT THE JCT TH 36; 51 SB (Lat: 45.010250,  Lng: -93.166633),  Route carried "under" structure: State highway 36,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 92,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: TH 36,  Facility Carried by Structure: MN 51
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 9013,  Location: AT THE JCT TH36; 51NB (Lat: 45.010161,  Lng: -93.166381),  Route carried "under" structure: State highway 36,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 92,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: TH 36,  Facility Carried by Structure: MN 51
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 9276,  Location: 0.2 MI E OF JCT TH 35W (Lat: 45.010317,  Lng: -93.186700),  Route carried "under" structure: Ramp State highway 765,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2019),  Features Intersected: Cleveland Avenue,  Facility Carried by Structure: MN 36
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 9276,  Location: 0.2 MI E OF JCT TH 35W (Lat: 45.010317,  Lng: -93.186700),  Route carried "under" structure: Ramp State highway 975,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 1994),  Features Intersected: Cleveland Avenue,  Facility Carried by Structure: MN 36
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 9277,  Location: 0.2 MI E OF JCT TH 35W (Lat: 45.010039,  Lng: -93.186731),  Route carried "under" structure: Ramp State highway 975,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 1994),  Features Intersected: Cleveland Avenue,  Facility Carried by Structure: MN 36
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 9277,  Location: 0.2 MI E OF JCT TH 35W (Lat: 45.010039,  Lng: -93.186731),  Route carried "under" structure: Ramp State highway 765,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 1994),  Features Intersected: Cleveland Avenue,  Facility Carried by Structure: MN 36
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 9355,  Location: 1.5 MI N OF JCT TH 36 (Lat: 45.035631,  Lng: -93.190497),  Route carried "under" structure: Interstate 35W,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 89,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 35W,  Facility Carried by Structure: CSAH 19
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 9569,  Location: AT JCT TH 36 35W (Lat: 45.010439,  Lng: -93.190244),  Route carried "under" structure: Interstate 35W,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 136,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35W,  Facility Carried by Structure: MN 36
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 9588,  Location: 0.1 MI NE OF JCT TH 36 (Lat: 45.012856,  Lng: -93.187278),  Route carried "under" structure: Interstate 35W,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 68,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35W NB,  Facility Carried by Structure: CON 1424
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.2m (131.9ft)