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

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Structure Number: 27A71,  Location: 1.7 MI N OF JCT TH 55 (Lat: 45.008675,  Lng: -93.349297),  Route carried "on" structure: ,  Year Built: 2003,  Status: Open,  Structure Length: 24.82m (81.43ft),  Features Intersected: TH 100; E FRT RD,  Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 16,  Owner: City or Municipal Highway Agency,  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 22.6m (74.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Underclear: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27J03,  Location: 0.2 MI N OF CSAH 66 (Lat: 45.003247,  Lng: -93.353775),  Route carried "on" structure: City street 165,  Year Built: 1993,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 100 (year 1995),  Average Future Daily Traffic: 100 (year 2029),  Design Load: HS 20,  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018

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Structure Number: 27J16,  Location: 0.3 MI E OF JCT CSAH 102 (Lat: 44.996433,  Lng: -93.354867),  Route carried "on" structure: City street 179,  Year Built: 1999,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 250 (year 1974),  Average Future Daily Traffic: 250 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 40.8 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: Superior 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: 27J21,  Location: 0.1 MI W OF JCT CSAH 102 (Lat: 44.992794,  Lng: -93.362672),  Route carried "on" structure: City street 94,  Year Built: 2000,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 750 (year 2017),  Average Future Daily Traffic: 750 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019

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Structure Number: 27J38,  Location: 0.4 MI N OF JCT CSAH 66 (Lat: 45.003739,  Lng: -93.331314),  Route carried "on" structure: City street 162,  Year Built: 2007,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1 (year 2018),  Average Future Daily Traffic: 1 (year 2038),  Features Intersected: BASSETT 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: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 2020

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Structure Number: 27J68,  Location: 0.1 MI E OF WINNETKA AVE (Lat: 44.989028,  Lng: -93.378822),  Route carried "on" structure: City street 412,  Year Built: 2017,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 2,850 (year 2017),  Average Future Daily Traffic: 3,570 (year 2037),  Design Load: HL 93,  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: 5642,  Location: 1.7 MI N OF JCT TH 55 (Lat: 45.008658,  Lng: -93.348831),  Route carried "on" structure: State highway 100,  Year Built: 1936,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 101,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 91,000 (year 2039),  Design Load: H 15,  Features Intersected: Bassett Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 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 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: 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 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $118,000,000,  Roadway Improvement Cost: $5,000,000,  Total Project Cost: $79,000,000

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Structure Number: 5642A,  Location: 1.7 MI N OF JCT TH 55 (Lat: 45.009022,  Lng: -93.349425),  Route carried "on" structure: ServiceState highway 100,  Year Built: 2000,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 101,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Bassett Creek
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: 8.4m (27.6ft),  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: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2019,  Underwater Inspection Date: July 2020

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Structure Number: 5891,  Location: 0.6 Mi East of Jct TH 100 (Lat: 44.984297,  Lng: -93.337672),  Route carried "on" structure: State highway 55,  Year Built: 1942,  Status: Open,  Structure Length: 7.24m (23.75ft),  Average Daily Traffic: 28,146 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,500 (year 2039),  Design Load: HS 20,  Features Intersected: CP RAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.9 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other

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Structure Number: 5908,  Location: 1.5 MI E OF JCT TH 100 (Lat: 44.984058,  Lng: -93.319153),  Route carried "on" structure: State highway 55,  Year Built: 1947,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 18,308 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,200 (year 2039),  Design Load: H 15,  Features Intersected: Bassett Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 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: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: July 2020

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Structure Number: 6247,  Location: 0.5 MI W OF JCT CSAH 2 (Lat: 44.991536,  Lng: -93.319528),  Route carried "on" structure: City street 65,  Year Built: 1930,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 5,320 (year 2017),  Average Future Daily Traffic: 5,320 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: BNSF RR; BASSETT 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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $838,000,000,  Roadway Improvement Cost: $55,000,000,  Total Project Cost: $838,000,000,  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: 6732,  Location: 0.6 Mi East of Jct TH 16 (Lat: 44.984736,  Lng: -93.388008),  Route carried "on" structure: State highway 55,  Year Built: 1951,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 38,894 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,000 (year 2039),  Design Load: H 20,  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 12 degrees,  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: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 91042,  Location: 0.3 MI E OF JCT CSAH 102 (Lat: 44.999553,  Lng: -93.354806),  Route carried "on" structure: County highway 66,  Year Built: 1963,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 15,100 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,100 (year 2039),  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 20 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: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 42.0 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 24 months,  Inspection Date: May 2020

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Structure Number: 92638,  Location: 0.3 MI S OF JCT TH 55 (Lat: 44.979531,  Lng: -93.390464),  Route carried "on" structure: City street 407,  Year Built: 1969,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 7,900 (year 2017),  Average Future Daily Traffic: 7,900 (year 2039),  Design Load: H 20,  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 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 2020

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Structure Number: 95924,  Location: 0.2 MI N OF GLDN VALL RD (Lat: 45.003647,  Lng: -93.338767),  Route carried "on" structure: City street 333,  Year Built: 1983,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,850 (year 2017),  Average Future Daily Traffic: 2,850 (year 2039),  Design Load: HS 20,  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  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: Equal to present desirable 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: 96471,  Location: 0.4 MI W OF JCT CSAH 156 (Lat: 44.985942,  Lng: -93.388625),  Route carried "on" structure: City street 389,  Year Built: 1986,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 3,600 (year 2017),  Average Future Daily Traffic: 3,600 (year 2039),  Design Load: HS 20,  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018

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Structure Number: L9327,  Location: 0.5 MI S OF JCT CSAH 66 (Lat: 44.993503,  Lng: -93.321511),  Route carried "on" structure: City street 57,  Year Built: 1940,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,530 (year 2017),  Average Future Daily Traffic: 4,530 (year 2034),  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation 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: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 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 replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $443,000,000,  Roadway Improvement Cost: $6,000,000,  Total Project Cost: $99,000,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: R003,  Location: 0.3 MI N OF DULUTH ST (Lat: 45.002628,  Lng: -93.343856),  Route carried "on" structure: City street 134,  Year Built: 1982,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 400 (year 1982),  Average Future Daily Traffic: 400 (year 2029),  Design Load: HS 20,  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: R0271,  Location: 0.4 NE OF JCT CSAH 156 (Lat: 44.990892,  Lng: -93.375267),  Route carried "on" structure: City street 72,  Year Built: 1989,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 250 (year 1974),  Average Future Daily Traffic: 250 (year 2029),  Design Load: HS 20,  Features Intersected: BASSETT 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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Very good,  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: Equal to present desirable 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: R0393,  Location: 0.1 MI N OF GOLDEN VLY R (Lat: 44.992264,  Lng: -93.364569),  Route carried "on" structure: City street 245,  Year Built: 1993,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 150 (year 1993),  Average Future Daily Traffic: 150 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019

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Structure Number: 27023,  Location: 0.6 MI N OF JCT TH 394 (Lat: 44.977439,  Lng: -93.344208),  Route carried "under" structure: Ramp State highway 4232,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2019),  Features Intersected: CSAH 40; TH 100,  Facility Carried by Structure: CSAH 40
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 27023,  Location: 0.6 MI N OF JCT TH 394 (Lat: 44.977439,  Lng: -93.344208),  Route carried "under" structure: State highway 100,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 119,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: CSAH 40; TH 100,  Facility Carried by Structure: CSAH 40
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  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: 27121,  Location: AT THE JCT TH 55; 100 (Lat: 44.984547,  Lng: -93.349097),  Route carried "under" structure: State highway 55,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 28,146 (year 2019),  Truck Traffic: 3%,  Features Intersected: TH 55,  Facility Carried by Structure: MN 100
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.8m (219.2ft)

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Structure Number: 27254,  Location: 0.9 MI NW OF JCT TH 12 (Lat: 44.980708,  Lng: -93.348069),  Route carried "under" structure: City street 340,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1974),  Features Intersected: CPR RR; N LILAC DR,  Facility Carried by Structure: MN 100
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.3m (86.3ft)

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Structure Number: 27258,  Location: 0.2 MI N OF JCT TH 55 (Lat: 44.987983,  Lng: -93.349425),  Route carried "under" structure: City street 542,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2009),  Features Intersected: UP RR; KQRS DRIVE,  Facility Carried by Structure: MN 100
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 27259,  Location: 0.2 MI N OF JCT TH 55 (Lat: 44.988003,  Lng: -93.349825),  Route carried "under" structure: City street 542,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2009),  Features Intersected: UP RR; KQRS DRIVE,  Facility Carried by Structure: MSAS 420
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 27265,  Location: 0.2 MI N OF JCT TH 55 (Lat: 44.987867,  Lng: -93.349075),  Route carried "under" structure: City street 542,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2009),  Features Intersected: UP RR; KQRS DR,  Facility Carried by Structure: CON 3682
Minimum Vertical Clearance: 7.13m (23.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 27283,  Location: 1.0 mi N of jct TH 55 (Lat: 44.999231,  Lng: -93.349372),  Route carried "under" structure: County highway 66,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 2005),  Features Intersected: Duluth St,  Facility Carried by Structure: MN 100
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 27604,  Location: 1.0 Mi East of Jct TH 16 (Lat: 44.983836,  Lng: -93.380944),  Route carried "under" structure: State highway 55,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 38,894 (year 2019),  Truck Traffic: 4%,  Features Intersected: MN 55,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 2771,  Location: 1.3 MI W OF JCT TH 100 (Lat: 44.971328,  Lng: -93.377608),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 123,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: I 394,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 27711,  Location: 1.2 MI W OF JCT TH 100 (Lat: 44.971431,  Lng: -93.365081),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 127,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: I 394,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 27741,  Location: AT THE JCT TH 169; 394 (Lat: 44.971519,  Lng: -93.400075),  Route carried "under" structure: City street 427,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 1987),  Features Intersected: SOUTH FRONTAGE RD,  Facility Carried by Structure: CON 4083
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 27743,  Location: 0.5 M East of Jct TH 169 (Lat: 44.974186,  Lng: -93.390883),  Route carried "under" structure: City street 407,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 7,200 (year 2005),  Features Intersected: GENERAL MILLS BLVD.,  Facility Carried by Structure: I 394
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 27743A,  Location: 0.5 Mi East of Jct TH 169 (Lat: 44.974289,  Lng: -93.390869),  Route carried "under" structure: City street 407,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 7,200 (year 2005),  Features Intersected: General Mills Blvd,  Facility Carried by Structure: CON 2262
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 27743B,  Location: 0.5 Mi East of Jct TH 169 (Lat: 44.973869,  Lng: -93.391525),  Route carried "under" structure: City street 407,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 7,200 (year 2005),  Features Intersected: General Mills Blvd,  Facility Carried by Structure: CON 4153
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 27744,  Location: 2.1 MI W OF JCT TH 100 (Lat: 44.972019,  Lng: -93.381850),  Route carried "under" structure: Interstate 394,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 123,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: I 394,  Facility Carried by Structure: MSAS 331
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 27745,  Location: 1.4 MI W OF JCT TH 100 (Lat: 44.971419,  Lng: -93.370589),  Route carried "under" structure: Interstate 394,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 123,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: I 394,  Facility Carried by Structure: MSAS 388
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 27748,  Location: AT THE JCT TH 394; 100 (Lat: 44.968719,  Lng: -93.342728),  Route carried "under" structure: City street 521,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 1989),  Features Intersected: WAYZATA BLVD S FRTAGE RD,  Facility Carried by Structure: CON 4193
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 27749,  Location: 0.1 MI S OF JCT TH 394 (Lat: 44.968628,  Lng: -93.341706),  Route carried "under" structure: City street 521,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 1989),  Features Intersected: South Frontage Road,  Facility Carried by Structure: MN 100
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.8m (104.3ft)

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Structure Number: 2775,  Location: JCT TH 394; 100 (Lat: 44.968389,  Lng: -93.340972),  Route carried "under" structure: City street 521,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 1989),  Features Intersected: NB TH 100,  Facility Carried by Structure: CON 6614
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 27750A,  Location: AT THE JCT TH 394; 100 (Lat: 44.968442,  Lng: -93.341064),  Route carried "under" structure: City street 521,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 1989),  Features Intersected: TH 100 NB,  Facility Carried by Structure: CON 6613
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 27751,  Location: AT THE JCT TH 394; 100 (Lat: 44.970622,  Lng: -93.342986),  Route carried "under" structure: Ramp Interstate 4643,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: TH 100 SB,  Facility Carried by Structure: CON 1283
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 27751,  Location: AT THE JCT TH 394; 100 (Lat: 44.970622,  Lng: -93.342986),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 67,000 (year 2004),  Truck Traffic: 4%,  Features Intersected: TH 100 SB,  Facility Carried by Structure: CON 1283
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 27751,  Location: AT THE JCT TH 394; 100 (Lat: 44.970622,  Lng: -93.342986),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 6,150 (year 2019),  Truck Traffic: 4%,  Features Intersected: TH 100 SB,  Facility Carried by Structure: CON 1283
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 27751A,  Location: AT THE JCT TH 394; 100 (Lat: 44.970500,  Lng: -93.343261),  Route carried "under" structure: Ramp Interstate 2041,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: TH 100 SB,  Facility Carried by Structure: CON 5129
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.2m (115.5ft)

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Structure Number: 27751A,  Location: AT THE JCT TH 394; 100 (Lat: 44.970500,  Lng: -93.343261),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 63,500 (year 2019),  Truck Traffic: 3%,  Features Intersected: TH 100 SB,  Facility Carried by Structure: CON 5129
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.2m (115.5ft)

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Structure Number: 27752,  Location: AT THE JCT TH 100; 394 (Lat: 44.970650,  Lng: -93.340881),  Route carried "under" structure: Ramp State highway 1274,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: I 394, I 394R,  Facility Carried by Structure: MN 100
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27752,  Location: AT THE JCT TH 100; 394 (Lat: 44.970650,  Lng: -93.340881),  Route carried "under" structure: Ramp Interstate 4613,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2021),  Features Intersected: I 394, I 394R,  Facility Carried by Structure: MN 100
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27752,  Location: AT THE JCT TH 100; 394 (Lat: 44.970650,  Lng: -93.340881),  Route carried "under" structure: Ramp State highway 2305,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: I 394, I 394R,  Facility Carried by Structure: MN 100
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27752,  Location: AT THE JCT TH 100; 394 (Lat: 44.970650,  Lng: -93.340881),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 6,150 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 394, I 394R,  Facility Carried by Structure: MN 100
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27752,  Location: AT THE JCT TH 100; 394 (Lat: 44.970650,  Lng: -93.340881),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 75,500 (year 2004),  Truck Traffic: 4%,  Features Intersected: I 394, I 394R,  Facility Carried by Structure: MN 100
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27752,  Location: AT THE JCT TH 100; 394 (Lat: 44.970650,  Lng: -93.340881),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 81,089 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 394, I 394R,  Facility Carried by Structure: MN 100
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27752A,  Location: AT THE JCT TH 100; 394 (Lat: 44.970192,  Lng: -93.341308),  Route carried "under" structure: Ramp State highway 2305,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: I 394, I 394R,  Facility Carried by Structure: CON 6478
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27752A,  Location: AT THE JCT TH 100; 394 (Lat: 44.970192,  Lng: -93.341308),  Route carried "under" structure: Ramp Interstate 4613,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2021),  Features Intersected: I 394, I 394R,  Facility Carried by Structure: CON 6478
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27752A,  Location: AT THE JCT TH 100; 394 (Lat: 44.970192,  Lng: -93.341308),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 75,500 (year 2004),  Truck Traffic: 4%,  Features Intersected: I 394, I 394R,  Facility Carried by Structure: CON 6478
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27752A,  Location: AT THE JCT TH 100; 394 (Lat: 44.970192,  Lng: -93.341308),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 6,150 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 394, I 394R,  Facility Carried by Structure: CON 6478
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27752A,  Location: AT THE JCT TH 100; 394 (Lat: 44.970192,  Lng: -93.341308),  Route carried "under" structure: Ramp State highway 1274,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: I 394, I 394R,  Facility Carried by Structure: CON 6478
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27752A,  Location: AT THE JCT TH 100; 394 (Lat: 44.970192,  Lng: -93.341308),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 63,500 (year 2019),  Truck Traffic: 3%,  Features Intersected: I 394, I 394R,  Facility Carried by Structure: CON 6478
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 27753,  Location: AT THE JCT TH 100; 394 (Lat: 44.970550,  Lng: -93.337136),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 81,089 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 394 EB,  Facility Carried by Structure: CON 1342
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.2m (112.2ft)

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Structure Number: 27753,  Location: AT THE JCT TH 100; 394 (Lat: 44.970550,  Lng: -93.337136),  Route carried "under" structure: Ramp State highway 5680,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2021),  Features Intersected: I 394 EB,  Facility Carried by Structure: CON 1342
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.2m (112.2ft)

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Structure Number: 27753A,  Location: AT THE JCT TH 100; 394 (Lat: 44.970711,  Lng: -93.337775),  Route carried "under" structure: Ramp Interstate 2087,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: WB 394; 394R; OFF RAMP,  Facility Carried by Structure: CON 3768
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.9m (137.5ft)

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Structure Number: 27753A,  Location: AT THE JCT TH 100; 394 (Lat: 44.970711,  Lng: -93.337775),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 6,150 (year 2019),  Truck Traffic: 4%,  Features Intersected: WB 394; 394R; OFF RAMP,  Facility Carried by Structure: CON 3768
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.9m (137.5ft)

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Structure Number: 27753A,  Location: AT THE JCT TH 100; 394 (Lat: 44.970711,  Lng: -93.337775),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 75,500 (year 2004),  Truck Traffic: 4%,  Features Intersected: WB 394; 394R; OFF RAMP,  Facility Carried by Structure: CON 3768
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.9m (137.5ft)

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Structure Number: 27755,  Location: 0.4 MI E OF JCT TH 100 (Lat: 44.970469,  Lng: -93.335328),  Route carried "under" structure: Ramp Interstate 2087,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1994),  Features Intersected: I 394; 394R FRONTAGE RD,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 27755,  Location: 0.4 MI E OF JCT TH 100 (Lat: 44.970469,  Lng: -93.335328),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 6,150 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 394; 394R FRONTAGE RD,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 27755,  Location: 0.4 MI E OF JCT TH 100 (Lat: 44.970469,  Lng: -93.335328),  Route carried "under" structure: Ramp Interstate 6614,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1994),  Features Intersected: I 394; 394R FRONTAGE RD,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 7.22m (23.69ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 27755,  Location: 0.4 MI E OF JCT TH 100 (Lat: 44.970469,  Lng: -93.335328),  Route carried "under" structure: Ramp Interstate 817,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1996),  Features Intersected: I 394; 394R FRONTAGE RD,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 27755,  Location: 0.4 MI E OF JCT TH 100 (Lat: 44.970469,  Lng: -93.335328),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 81,089 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 394; 394R FRONTAGE RD,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 7.19m (23.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 27755,  Location: 0.4 MI E OF JCT TH 100 (Lat: 44.970469,  Lng: -93.335328),  Route carried "under" structure: Interstate 394,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 75,500 (year 2004),  Truck Traffic: 4%,  Features Intersected: I 394; 394R FRONTAGE RD,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 27789,  Location: 0.4 MI S OF JCT TH 394 (Lat: 44.967253,  Lng: -93.342872),  Route carried "under" structure: Ramp State highway 4829,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1996),  Features Intersected: SB CD R; FRNT RD,  Facility Carried by Structure: CON 6616
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 27789,  Location: 0.4 MI S OF JCT TH 394 (Lat: 44.967253,  Lng: -93.342872),  Route carried "under" structure: Ramp State highway 4829,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1994),  Features Intersected: SB CD R; FRNT RD,  Facility Carried by Structure: CON 6616
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 2779,  Location: 0.1 MI S OF JCT TH 394 (Lat: 44.968686,  Lng: -93.342003),  Route carried "under" structure: City street 521,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 1989),  Features Intersected: South Frontage Road,  Facility Carried by Structure: CON 6616
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 27791,  Location: 0.4 MI N OF JCT TH 394 (Lat: 44.976392,  Lng: -93.343431),  Route carried "under" structure: Ramp State highway 6475,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1994),  Features Intersected: TH 100 SB RAMP TO I 394,  Facility Carried by Structure: CON 28
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: 35.1m (115.2ft)

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Structure Number: 27A71,  Location: 1.7 MI N OF JCT TH 55 (Lat: 45.008675,  Lng: -93.349297),  Route carried "under" structure: City street 124,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2004),  Features Intersected: TH 100; E FRT RD,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 4.48m (14.70ft),  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 27A71,  Location: 1.7 MI N OF JCT TH 55 (Lat: 45.008675,  Lng: -93.349297),  Route carried "under" structure: State highway 100,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 101,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: TH 100; E FRT RD,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.24m (17.19ft),  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)