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


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 46ft / 14mTotal length
  • 62,076Total average daily traffic
  • 7,415Total average daily truck traffic
  • 34,049Total future (year 2029) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Freeport
  • No street view available for this location

New bridges in Freeport, MN - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 21960-1969
  • 41970-1979
  • 22000-2009
  • 12010-2018
Average Bridge Daily Traffic in Freeport, MN
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 37.5%Excellent
  • 12.5%Very good
  • 25.0%Good
  • 25.0%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 12.5%Very good
  • 75.0%Good
  • 12.5%Satisfactory
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Structure Number: 73813,  Location: 3.0 MI E OF JCT TH 237 (Lat: 45.660953,  Lng: -94.690750),  Route carried "on" structure: County highway 11,  Year Built: 1967,  Status: Open,  Structure Length: 6.41m (21.03ft),  Average Daily Traffic: 2,700 (year 2003),  Average Future Daily Traffic: 2,700 (year 2029),  Design Load: HS 20,  Features Intersected: I 94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.60m (70.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $759,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 73813,  Location: 3.0 MI E OF JCT TH 237 (Lat: 45.660953,  Lng: -94.690750),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2004),  Truck Traffic: 13%,  Features Intersected: I 94,  Facility Carried by Structure: CSAH 11
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 73J12,  Location: 0.7 MI E OF JCT CSAH 11 (Lat: 45.672147,  Lng: -94.666306),  Route carried "on" structure: County highway 39,  Year Built: 2000,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 388 (year 2008),  Average Future Daily Traffic: 435 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: GETCHELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73J18,  Location: 1.3 mi S of jct CSAH30 (Lat: 45.604619,  Lng: -94.695869),  Route carried "on" structure: County highway 11,  Year Built: 2002,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 324 (year 2008),  Average Future Daily Traffic: 310 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: Getchell Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Excellent,  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: January 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73J31,  Location: 2.1 MI N OF JCT CSAH 30 (Lat: 45.643189,  Lng: -94.657464),  Route carried "on" structure: County highway 172,  Year Built: 2016,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 65 (year 2016),  Average Future Daily Traffic: 65 (year 2036),  Design Load: HL 93,  Features Intersected: GETCHELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018
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Structure Number: 8848,  Location: 1.5 MI E OF FREEPORT (Lat: 45.652839,  Lng: -94.665878),  Route carried "on" structure: Interstate 94,  Year Built: 1956,  Status: Open,  Structure Length: 0.12m (0.39ft),  Average Daily Traffic: 30,046 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,000 (year 2029),  Features Intersected: GETCHELL 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: 363.0m (1,190.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 93419,  Location: 0.1 MI N OF JCT CR 174 (Lat: 45.614403,  Lng: -94.664275),  Route carried "on" structure: County highway 30,  Year Built: 1979,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 319 (year 2008),  Average Future Daily Traffic: 305 (year 2029),  Design Load: HS 20,  Features Intersected: GETCHELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 93425,  Location: 1.3 MI SE OF JCT CSAH 11 (Lat: 45.653617,  Lng: -94.665419),  Route carried "on" structure: County highway 157,  Year Built: 1979,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,150 (year 2003),  Average Future Daily Traffic: 1,150 (year 2029),  Design Load: HS 20,  Features Intersected: GETCHELL CREEK (CD 26)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.4m (1.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L9804,  Location: 0.1 MI W OF JCT CSAH 11 (Lat: 45.599964,  Lng: -94.701522),  Route carried "on" structure: County highway 738,  Year Built: 1978,  Status: Open,  Structure Length: 1.47m (4.82ft),  Average Daily Traffic: 22 (year 1986),  Average Future Daily Traffic: 22 (year 2029),  Design Load: HS 20,  Features Intersected: GETCHELL CREEK,  Facility Carried by Structure: 330 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to 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: January 2017,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L9808,  Location: 0.5 MI E OF JCT CR 172 (Lat: 45.628578,  Lng: -94.654167),  Route carried "on" structure: County highway 359,  Year Built: 1978,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 62 (year 1986),  Average Future Daily Traffic: 62 (year 2029),  Design Load: HS 20,  Features Intersected: GETCHELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2017,  Wearing Surface/Protective System: Wearing Surface: Gravel
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