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

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Structure Number: L8907,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950286,  Lng: -93.284272),  Route carried "on" structure: City street 714,  Year Built: 1914,  Status: Posted for load,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 986 (year 2018),  Average Future Daily Traffic: 986 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 20.7 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: 15.9 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $514,000,000,  Roadway Improvement Cost: $32,000,000,  Total Project Cost: $481,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8908,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950294,  Lng: -93.282997),  Route carried "on" structure: City street 718,  Year Built: 1913,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 3,300 (year 2013),  Average Future Daily Traffic: 3,300 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $457,000,000,  Roadway Improvement Cost: $25,000,000,  Total Project Cost: $385,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8909,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950339,  Lng: -93.281333),  Route carried "on" structure: City street 2008,  Year Built: 1914,  Status: Posted for load,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 5,200 (year 2013),  Average Future Daily Traffic: 5,200 (year 2032),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $477,000,000,  Roadway Improvement Cost: $25,000,000,  Total Project Cost: $388,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: L891,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950339,  Lng: -93.275361),  Route carried "on" structure: City street 1034,  Year Built: 1914,  Status: Posted for load,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 5,213 (year 2018),  Average Future Daily Traffic: 5,213 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 41.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $730,000,000,  Roadway Improvement Cost: $28,000,000,  Total Project Cost: $427,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8911,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950356,  Lng: -93.266472),  Route carried "on" structure: City street 766,  Year Built: 1915,  Status: Posted for load,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 786 (year 2018),  Average Future Daily Traffic: 786 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $477,000,000,  Roadway Improvement Cost: $20,000,000,  Total Project Cost: $310,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: L8913,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950378,  Lng: -93.263939),  Route carried "on" structure: City street 2300,  Year Built: 1915,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 1,020 (year 2018),  Average Future Daily Traffic: 1,020 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $458,000,000,  Roadway Improvement Cost: $23,000,000,  Total Project Cost: $349,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8915,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950364,  Lng: -93.260131),  Route carried "on" structure: City street 2298,  Year Built: 1915,  Status: Closed,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 3,772 (year 2018),  Average Future Daily Traffic: 3,772 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 10.4 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: 8.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $577,000,000,  Roadway Improvement Cost: $30,000,000,  Total Project Cost: $457,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8916,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950339,  Lng: -93.258850),  Route carried "on" structure: City street 1058,  Year Built: 1915,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 1,609 (year 2016),  Average Future Daily Traffic: 1,609 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $458,000,000,  Roadway Improvement Cost: $20,000,000,  Total Project Cost: $310,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8917,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950358,  Lng: -93.257583),  Route carried "on" structure: City street 804,  Year Built: 1915,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 1,544 (year 2018),  Average Future Daily Traffic: 1,544 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 36.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $478,000,000,  Roadway Improvement Cost: $25,000,000,  Total Project Cost: $388,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8918,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950322,  Lng: -93.256308),  Route carried "on" structure: City street 808,  Year Built: 1915,  Status: Posted for load,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 1,020 (year 2014),  Average Future Daily Traffic: 1,020 (year 2032),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $477,000,000,  Roadway Improvement Cost: $25,000,000,  Total Project Cost: $388,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L8919,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950311,  Lng: -93.255036),  Route carried "on" structure: City street 2322,  Year Built: 1915,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 1,102 (year 2018),  Average Future Daily Traffic: 1,102 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 33.0 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: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $477,000,000,  Roadway Improvement Cost: $25,000,000,  Total Project Cost: $388,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L892,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950322,  Lng: -93.253769),  Route carried "on" structure: City street 1505,  Year Built: 1916,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 862 (year 2018),  Average Future Daily Traffic: 862 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $477,000,000,  Roadway Improvement Cost: $28,000,000,  Total Project Cost: $427,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: L8921,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950356,  Lng: -93.251206),  Route carried "on" structure: City street 1893,  Year Built: 1916,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 970 (year 2018),  Average Future Daily Traffic: 970 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $477,000,000,  Roadway Improvement Cost: $22,000,000,  Total Project Cost: $343,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: L8922,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950333,  Lng: -93.249947),  Route carried "on" structure: City street 1062,  Year Built: 1916,  Status: Posted for load,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 1,822 (year 2018),  Average Future Daily Traffic: 1,822 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $477,000,000,  Roadway Improvement Cost: $23,000,000,  Total Project Cost: $349,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: L8923,  Location: 0.1 MI N OF LAKE ST (Lat: 44.950375,  Lng: -93.248664),  Route carried "on" structure: City street 1064,  Year Built: 1916,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,670 (year 2018),  Average Future Daily Traffic: 1,670 (year 2034),  Features Intersected: MIDTOWN GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $735,000,000,  Roadway Improvement Cost: $23,000,000,  Total Project Cost: $355,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L9328,  Location: 0.2 MI N OF LK HARRIET P (Lat: 44.931197,  Lng: -93.308328),  Route carried "on" structure: City street 1206,  Year Built: 1900,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,966 (year 2015),  Average Future Daily Traffic: 2,966 (year 2034),  Features Intersected: Como-Harriet Streetcar
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L9329,  Location: At W 43RD St; QUEEN AVE (Lat: 44.924533,  Lng: -93.311286),  Route carried "on" structure: City street 1719,  Year Built: 1905,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 774 (year 2015),  Truck Traffic: 90%,  Average Future Daily Traffic: 774 (year 2029),  Features Intersected: COMO-HARRIET STREETCAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft)

Condition: Culverts: Satisfactory,  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,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.55m (1.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $394,000,000,  Roadway Improvement Cost: $14,000,000,  Total Project Cost: $210,000,000

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Structure Number: R0834,  Location: MSP INTL AIRPORT (Lat: 44.883169,  Lng: -93.210750),  Route carried "on" structure: ServiceOther road 8,  Year Built: 1993,  Status: Open,  Structure Length: 47.79m (156.79ft),  Average Daily Traffic: 11,000 (year 2019),  Average Future Daily Traffic: 1 (year 2039),  Design Load: HS 20,  Features Intersected: TERMINAL ROAD 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: Private,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 42,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 244,  Location: 0.3 MI NE OF JCT TH 952A (Lat: 44.983417,  Lng: -93.258858),  Route carried "under" structure: City street 1863,  Year Built: 1917,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1993),  Features Intersected: MISS RVR; MAIN; W RVR PK,  Facility Carried by Structure: MN 65
Minimum Vertical Clearance: 9.11m (29.89ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 72.1m (236.5ft)

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Structure Number: 244,  Location: 0.3 MI NE OF JCT TH 952A (Lat: 44.983417,  Lng: -93.258858),  Route carried "under" structure: City street 699,  Year Built: 1917,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 1995),  Features Intersected: MISS RVR; MAIN; W RVR PK,  Facility Carried by Structure: MN 65
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 72.1m (236.5ft)

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Structure Number: 2441,  Location: 0.5 MI E OF JCT CSAH 48 (Lat: 44.963919,  Lng: -93.222656),  Route carried "under" structure: City street 701,  Year Built: 1923,  Structure Length: 0. m,  Average Daily Traffic: 5,800 (year 1997),  Features Intersected: W RIVER RD; MISS RIV,  Facility Carried by Structure: CSAH 5
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 132.6m (435.0ft)

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Structure Number: 27,  Location: AT JCT TH 65; 94 (Lat: 44.965942,  Lng: -93.269922),  Route carried "under" structure: Interstate 94,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 145,290 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 94,  Facility Carried by Structure: MN 65
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 27003,  Location: 0.3 MI S OF JCT TH 394 (Lat: 44.969953,  Lng: -93.287636),  Route carried "under" structure: Interstate 94,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 122,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 94, LYNDALE; HENN AVE,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 27003,  Location: 0.3 MI S OF JCT TH 394 (Lat: 44.969953,  Lng: -93.287636),  Route carried "under" structure: City street 435,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 25,700 (year 2005),  Features Intersected: I 94, LYNDALE; HENN AVE,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 27003,  Location: 0.3 MI S OF JCT TH 394 (Lat: 44.969953,  Lng: -93.287636),  Route carried "under" structure: City street 313,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 29,600 (year 2005),  Features Intersected: I 94, LYNDALE; HENN AVE,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 27003,  Location: 0.3 MI S OF JCT TH 394 (Lat: 44.969953,  Lng: -93.287636),  Route carried "under" structure: Ramp City street 6593,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2019),  Features Intersected: I 94, LYNDALE; HENN AVE,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 27021,  Location: AT THE JCT TH 77; 62 (Lat: 44.895794,  Lng: -93.247214),  Route carried "under" structure: County highway 152,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 17,941 (year 2019),  Truck Traffic: 1%,  Features Intersected: TH 77,  Facility Carried by Structure: MN 62
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 27022,  Location: AT THE JCT TH 77; 62 (Lat: 44.895539,  Lng: -93.247200),  Route carried "under" structure: State highway 77,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 66,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: TH 77,  Facility Carried by Structure: MN 62
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 2703,  Location: 0.2 MI E OF JCT TH 35W (Lat: 44.971761,  Lng: -93.247231),  Route carried "under" structure: County highway 122,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2005),  Features Intersected: CSAH 122 (WASHINGTON),  Facility Carried by Structure: CSAH 152
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 27055,  Location: 2.8 MI S OF JCT TH 694 (Lat: 45.027642,  Lng: -93.263992),  Route carried "under" structure: State highway 47,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 13,781 (year 2019),  Truck Traffic: 7%,  Features Intersected: TH 47 (University Ave),  Facility Carried by Structure: MSAS 454
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 27063,  Location: 0.6 MI SE OF JCT TH 94 (Lat: 44.960133,  Lng: -93.246689),  Route carried "under" structure: County highway 152,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2005),  Features Intersected: CEDAR AVE,  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 27071,  Location: 0.3 MI SE OF JCT TH 94 (Lat: 44.962600,  Lng: -93.249228),  Route carried "under" structure: County highway 5,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 14,200 (year 2005),  Features Intersected: FRANKLIN AVE
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.4m (73.5ft)

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Structure Number: 27099,  Location: AT THE JCT HENN AVE (Lat: 44.964778,  Lng: -93.288972),  Route carried "under" structure: City street 425,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,800 (year 2006),  Features Intersected: HENNEPIN NB,  Facility Carried by Structure: MSAS 435
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: 271,  Location: 0.2 Mi North of Jct TH 94 (Lat: 44.970108,  Lng: -93.269347),  Route carried "under" structure: State highway 65,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 25,551 (year 2019),  Truck Traffic: 3%,  Features Intersected: TH 65,  Facility Carried by Structure: MSAS 224
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 27111,  Location: 0.1 MI S OF WASHINGTON A (Lat: 44.973428,  Lng: -93.254836),  Route carried "under" structure: City street 340,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 2007),  Features Intersected: 3RD; 4TH ST,  Facility Carried by Structure: MSAS 213
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 27111,  Location: 0.1 MI S OF WASHINGTON A (Lat: 44.973428,  Lng: -93.254836),  Route carried "under" structure: City street 341,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2007),  Features Intersected: 3RD; 4TH ST,  Facility Carried by Structure: MSAS 213
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 27177,  Location: 0.3 MI SE OF JCT TH 94 (Lat: 44.962361,  Lng: -93.249394),  Route carried "under" structure: County highway 5,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 14,200 (year 2005),  Features Intersected: FRANKLIN AVE
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 27178,  Location: 0.6 MI SE OF JCT TH 94 (Lat: 44.959983,  Lng: -93.246719),  Route carried "under" structure: County highway 152,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2005),  Features Intersected: CEDAR AVE,  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 27201,  Location: 1.2 MI S OF JCT TH 94 (Lat: 44.948422,  Lng: -93.238189),  Route carried "under" structure: County highway 3,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2005),  Features Intersected: LAKE ST,  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 71.6m (234.9ft)

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Structure Number: 27202,  Location: 0.5 MI S OF JCT TH 94 (Lat: 44.958703,  Lng: -93.245339),  Route carried "under" structure: State highway 55,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 78,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: TH 55; NB OFF RAMP,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 27202,  Location: 0.5 MI S OF JCT TH 94 (Lat: 44.958703,  Lng: -93.245339),  Route carried "under" structure: Ramp State highway 3950,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2009),  Features Intersected: TH 55; NB OFF RAMP,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 27202,  Location: 0.5 MI S OF JCT TH 94 (Lat: 44.958703,  Lng: -93.245339),  Route carried "under" structure: Ramp State highway 5471,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2019),  Features Intersected: TH 55; NB OFF RAMP,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 27262,  Location: 1.2 MI S OF JCT TH 94 (Lat: 44.952381,  Lng: -93.241219),  Route carried "under" structure: Ramp State highway 5641,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2009),  Features Intersected: TH 55, RAMP; LAKE ST,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.3m (184.7ft)

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Structure Number: 27262,  Location: 1.2 MI S OF JCT TH 94 (Lat: 44.952381,  Lng: -93.241219),  Route carried "under" structure: State highway 55,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 33,078 (year 2019),  Truck Traffic: 4%,  Features Intersected: TH 55, RAMP; LAKE ST,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.3m (184.7ft)

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Structure Number: 27262,  Location: 1.2 MI S OF JCT TH 94 (Lat: 44.952381,  Lng: -93.241219),  Route carried "under" structure: County highway 3,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2005),  Features Intersected: TH 55, RAMP; LAKE ST,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.3m (184.7ft)

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Structure Number: 27264,  Location: NEAR THE JCT TH62; 55 (Lat: 44.899231,  Lng: -93.199753),  Route carried "under" structure: Ramp State highway 5867,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 46,500 (year 2004),  Truck Traffic: 3%,  Features Intersected: TH 55, 62; RAMP,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 14,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.2m (187.7ft)

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Structure Number: 27264,  Location: NEAR THE JCT TH62; 55 (Lat: 44.899231,  Lng: -93.199753),  Route carried "under" structure: State highway 55,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 26,611 (year 2019),  Truck Traffic: 4%,  Features Intersected: TH 55, 62; RAMP,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 14,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.2m (187.7ft)

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Structure Number: 27264,  Location: NEAR THE JCT TH62; 55 (Lat: 44.899231,  Lng: -93.199753),  Route carried "under" structure: Ramp State highway 5867,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2000),  Features Intersected: TH 55, 62; RAMP,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 7.59m (24.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.2m (187.7ft)

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Structure Number: 27405,  Location: 1.2 MI N OF JCT MN 62 (Lat: 44.908967,  Lng: -93.275017),  Route carried "under" structure: City street 1025,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1974),  Features Intersected: MINNEHAHA PKWY AND CREEK,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.8m (130.6ft)

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Structure Number: 27406,  Location: 1.2 MI N OF JCT MN 62 (Lat: 44.909175,  Lng: -93.274597),  Route carried "under" structure: City street 1025,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1974),  Features Intersected: MINNEHAHA PKWY; CREEK,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.8m (130.6ft)

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Structure Number: 27409,  Location: 1.0 MI NE OF JCT TH94 (Lat: 44.979031,  Lng: -93.245156),  Route carried "under" structure: City street 1863,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 2010),  Features Intersected: MISS R, W R PKWY, RD; RR,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 3.99m (13.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 154.0m (505.2ft)

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Structure Number: 27409,  Location: 1.0 MI NE OF JCT TH94 (Lat: 44.979031,  Lng: -93.245156),  Route carried "under" structure: City street 1863,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2007),  Features Intersected: MISS R, W R PKWY, RD; RR,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 3.99m (13.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 154.0m (505.2ft)

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Structure Number: 2741,  Location: 1.0 MI NE OF JCT TH 94 (Lat: 44.978981,  Lng: -93.244597),  Route carried "under" structure: City street 1863,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 2010),  Features Intersected: MISS R, W R PKWY, RD; RR,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 151.9m (498.4ft)

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Structure Number: 2741,  Location: 1.0 MI NE OF JCT TH 94 (Lat: 44.978981,  Lng: -93.244597),  Route carried "under" structure: City street 1863,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2007),  Features Intersected: MISS R, W R PKWY, RD; RR,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 151.9m (498.4ft)

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Structure Number: 27411,  Location: 1.2 MI NE JCT I94; I35W (Lat: 44.981308,  Lng: -93.244203),  Route carried "under" structure: City street 227,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2012),  Features Intersected: 2ND ST,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 23.6m (77.4ft)

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Structure Number: 27412,  Location: 1.2 MI NE JCT I94; I35W (Lat: 44.981158,  Lng: -93.243964),  Route carried "under" structure: City street 227,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2012),  Features Intersected: 2ND ST,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 27414,  Location: 1.2 MI NE JCT I94; I35W (Lat: 44.981086,  Lng: -93.243692),  Route carried "under" structure: City street 227,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2012),  Features Intersected: 2ND ST,  Facility Carried by Structure: CON 5937
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 27504,  Location: 1.7 MI E OF JCT TH 100 (Lat: 44.890831,  Lng: -93.318808),  Route carried "under" structure: State highway 62,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 90,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: TH 62,  Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 27521,  Location: 0.7 MI E OF JCT TH 77 (Lat: 44.897492,  Lng: -93.232383),  Route carried "under" structure: City street 431,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 1994),  Features Intersected: 28th Ave S,  Facility Carried by Structure: MN 62
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 27522,  Location: 1.2 MI E OF JCT TH 77 (Lat: 44.897550,  Lng: -93.222969),  Route carried "under" structure: State highway 62,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 68,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: TH 62,  Facility Carried by Structure: MUN 1711
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.1m (46.3ft)

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Structure Number: 27524,  Location: 1.0 MI W OF JCT TH 55 (Lat: 44.898442,  Lng: -93.211486),  Route carried "under" structure: State highway 62,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 63,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: TH 62,  Facility Carried by Structure: MUN 1600
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 27525,  Location: 0.3 MI W OF JCT TH 77 (Lat: 44.893667,  Lng: -93.252831),  Route carried "under" structure: State highway 62,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 100,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: TH 62,  Facility Carried by Structure: MSAS 438
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.5m (90.2ft)

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Structure Number: 2753,  Location: 0.8 MI W OF JCT TH 55 (Lat: 44.898414,  Lng: -93.215561),  Route carried "under" structure: State highway 62,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 63,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: TH 62,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 27535,  Location: 0.4 MI W OF JCT TH 77 (Lat: 44.891864,  Lng: -93.255067),  Route carried "under" structure: State highway 62,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 100,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: TH 62,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 27537,  Location: 0.1 MI W JCT CSAH 23 (Lat: 44.987347,  Lng: -93.260431),  Route carried "under" structure: City street 859,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 4,775 (year 1992),  Features Intersected: MISSISSIPPI RIVER; ST,  Facility Carried by Structure: CSAH 52
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 27538,  Location: 0.1 MI W OF JCT CSAH 23 (Lat: 44.986767,  Lng: -93.259994),  Route carried "under" structure: City street 859,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 550 (year 1993),  Features Intersected: MISSISSIPPI RIVER; ST,  Facility Carried by Structure: CSAH 52
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 27549A,  Location: 2.8 MI S OF JCT TH 694 (Lat: 45.031522,  Lng: -93.287406),  Route carried "under" structure: Interstate 94,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 111,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 94,  Facility Carried by Structure: MSAS 262
Minimum Vertical Clearance: 10.70m (35.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.2m (138.5ft)

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Structure Number: 2762,  Location: 0.3 MI E OF JCT TH 35W (Lat: 44.972022,  Lng: -93.245742),  Route carried "under" structure: Ramp County highway 4056,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: CSAH 122; RAMPS,  Facility Carried by Structure: MSAS 328
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.0m (147.6ft)

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Structure Number: 2762,  Location: 0.3 MI E OF JCT TH 35W (Lat: 44.972022,  Lng: -93.245742),  Route carried "under" structure: County highway 122,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2005),  Features Intersected: CSAH 122; RAMPS,  Facility Carried by Structure: MSAS 328
Minimum Vertical Clearance: 6.95m (22.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.0m (147.6ft)