Bridge Statistics for Hibbing, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 41930-1939
- 21940-1949
- 61950-1959
- 31960-1969
- 111970-1979
- 81980-1989
- 21990-1999
- 32000-2009
- 142010-2019
- 12020-2022
- Bridge Condition - Deck
- 20.0%Very good
- 36.7%Good
- 23.3%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 3.3%Excellent
- 20.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- 6.7%Poor
- Bridge Condition - Substructure
- 20.0%Very good
- 43.3%Good
- 16.7%Satisfactory
- 13.3%Fair
- 3.3%Poor
- 3.3%Serious
- Bridge Condition - Channel
- 2.4%Excellent
- 31.0%Very good
- 33.3%Good
- 26.2%Satisfactory
- 7.1%Fair
- Bridge Condition - Culverts
- 8.3%Excellent
- 37.5%Very good
- 20.8%Good
- 16.7%Satisfactory
- 12.5%Fair
- 4.2%Poor
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Structure Number: 92973, Location: 0.8 MI E OF W CO LINE (Lat: 47.393772, Lng: -93.053603), Route carried "on" structure: , Year Built: 1973, Status: Open, Structure Length: 11.89m (39.01ft), Features Intersected: US 169, Facility Carried by Structure: UTILITIES
Lanes under structure: 4, Owner: Private, Material/Design: Steel, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Out-to-Out Width: 3.3m (10.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Underclear: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 92973, Location: 0.8 MI E OF W CO LINE (Lat: 47.393772, Lng: -93.053603), Route carried "on" structure: , Year Built: 1973, Status: Open, Structure Length: 11.89m (39.01ft), Features Intersected: US 169, Facility Carried by Structure: UTILITIES
Lanes under structure: 4, Owner: Private, Material/Design: Steel, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Out-to-Out Width: 3.3m (10.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Underclear: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 93448, Location: 0.3 MI S OF JCT CR 592 (Lat: 47.426572, Lng: -92.760650), Route carried "on" structure: County highway 453, Year Built: 1979, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 165 (year 2011), Average Future Daily Traffic: 165 (year 2039), Design Load: HL 93, Features Intersected: STREAM
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.2 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: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2016, Bridge Improvement Cost: $400,000,000, Roadway Improvement Cost: $50,000,000, Total Project Cost: $450,000,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 93448, Location: 0.3 MI S OF JCT CR 592 (Lat: 47.426572, Lng: -92.760650), Route carried "on" structure: County highway 453, Year Built: 1979, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 165 (year 2011), Average Future Daily Traffic: 165 (year 2039), Design Load: HL 93, Features Intersected: STREAM
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.2 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: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2016, Bridge Improvement Cost: $400,000,000, Roadway Improvement Cost: $50,000,000, Total Project Cost: $450,000,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 95938, Location: 0.2 MI E OF JCT CSAH 5 (Lat: 47.311597, Lng: -92.805053), Route carried "on" structure: County highway 534, Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5 (year 2011), Average Future Daily Traffic: 5 (year 2039), Design Load: H 15, Features Intersected: LITTLE SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 95938, Location: 0.2 MI E OF JCT CSAH 5 (Lat: 47.311597, Lng: -92.805053), Route carried "on" structure: County highway 534, Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5 (year 2011), Average Future Daily Traffic: 5 (year 2039), Design Load: H 15, Features Intersected: LITTLE SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 96155, Location: 0.4 MI S OF JCT CSAH 16 (Lat: 47.366486, Lng: -92.852294), Route carried "on" structure: City street 303, Year Built: 1988, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 230 (year 1988), Average Future Daily Traffic: 230 (year 2029), Design Load: HS 20, Features Intersected: BARBER 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Very good, Culverts: Excellent, 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: Better than 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 2021
Structure Number: 96155, Location: 0.4 MI S OF JCT CSAH 16 (Lat: 47.366486, Lng: -92.852294), Route carried "on" structure: City street 303, Year Built: 1988, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 230 (year 1988), Average Future Daily Traffic: 230 (year 2029), Design Load: HS 20, Features Intersected: BARBER 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Very good, Culverts: Excellent, 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: Better than 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 2021
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Structure Number: L416, Location: 0.1 MI N OF JCT CSAH49 (Lat: 47.410378, Lng: -92.807167), Route carried "on" structure: County highway 5, Year Built: 1960, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,150 (year 2015), Average Future Daily Traffic: 1,150 (year 2039), Design Load: H 20, Features Intersected: DEMPSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2021
Structure Number: L416, Location: 0.1 MI N OF JCT CSAH49 (Lat: 47.410378, Lng: -92.807167), Route carried "on" structure: County highway 5, Year Built: 1960, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,150 (year 2015), Average Future Daily Traffic: 1,150 (year 2039), Design Load: H 20, Features Intersected: DEMPSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2021
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Structure Number: L4171, Location: 3.3 MI E OF JCT TH169 (Lat: 47.416111, Lng: -92.852706), Route carried "on" structure: City street 199, Year Built: 1959, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 480 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 520 (year 2039), Features Intersected: E SWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 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: 32.4 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: Equal to present desirable 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 2021
Structure Number: L4171, Location: 3.3 MI E OF JCT TH169 (Lat: 47.416111, Lng: -92.852706), Route carried "on" structure: City street 199, Year Built: 1959, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 480 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 520 (year 2039), Features Intersected: E SWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 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: 32.4 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: Equal to present desirable 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 2021
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Structure Number: L6056, Location: 0.4 MI S OF JCT CR606 (Lat: 47.301272, Lng: -93.044944), Route carried "on" structure: City street 330, Year Built: 1921, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 24 (year 1969), Average Future Daily Traffic: 24 (year 2029), Features Intersected: W SWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 6.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $74,000,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $51,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: L6056, Location: 0.4 MI S OF JCT CR606 (Lat: 47.301272, Lng: -93.044944), Route carried "on" structure: City street 330, Year Built: 1921, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 24 (year 1969), Average Future Daily Traffic: 24 (year 2029), Features Intersected: W SWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 6.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $74,000,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $51,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L6057, Location: 0.9 MI S OF JCT CR606 (Lat: 47.291983, Lng: -93.045181), Route carried "on" structure: City street 330, Year Built: 1921, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 52 (year 1969), Average Future Daily Traffic: 52 (year 2029), Features Intersected: W SWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $56,000,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $51,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: L6057, Location: 0.9 MI S OF JCT CR606 (Lat: 47.291983, Lng: -93.045181), Route carried "on" structure: City street 330, Year Built: 1921, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 52 (year 1969), Average Future Daily Traffic: 52 (year 2029), Features Intersected: W SWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $56,000,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $51,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L6066, Location: 0.7 MI W OF JCT CSAH5 (Lat: 47.354731, Lng: -92.824294), Route carried "on" structure: City street 344, Year Built: 1943, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4 (year 1969), Average Future Daily Traffic: 4 (year 2029), Features Intersected: DEMPSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: L6066, Location: 0.7 MI W OF JCT CSAH5 (Lat: 47.354731, Lng: -92.824294), Route carried "on" structure: City street 344, Year Built: 1943, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4 (year 1969), Average Future Daily Traffic: 4 (year 2029), Features Intersected: DEMPSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: L6079, Location: 0.5 MI W OF DUBLIN RD (Lat: 47.398333, Lng: -92.857628), Route carried "on" structure: City street 296, Year Built: 1916, Status: Closed, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12 (year 1969), Average Future Daily Traffic: 12 (year 2029), Features Intersected: E SWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Very good, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $91,000,000, Roadway Improvement Cost: $4,000,000, Total Project Cost: $63,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: L6079, Location: 0.5 MI W OF DUBLIN RD (Lat: 47.398333, Lng: -92.857628), Route carried "on" structure: City street 296, Year Built: 1916, Status: Closed, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12 (year 1969), Average Future Daily Traffic: 12 (year 2029), Features Intersected: E SWAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Very good, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $91,000,000, Roadway Improvement Cost: $4,000,000, Total Project Cost: $63,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 6908, Location: 4.0 MI E OF N JCT TH 73 (Lat: 47.479214, Lng: -92.816467), Route carried "under" structure: US 169, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 5%, Features Intersected: US 169, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.1m (121.7ft)
Structure Number: 6908, Location: 4.0 MI E OF N JCT TH 73 (Lat: 47.479214, Lng: -92.816467), Route carried "under" structure: US 169, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2019), Truck Traffic: 5%, Features Intersected: US 169, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.1m (121.7ft)
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Structure Number: 69565, Location: 1.0 MI E OF S JCT TH 73 (Lat: 47.400158, Lng: -92.941353), Route carried "under" structure: US 169, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 12,800 (year 2019), Truck Traffic: 5%, Features Intersected: US 169, Facility Carried by Structure: CSAH 57
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 69565, Location: 1.0 MI E OF S JCT TH 73 (Lat: 47.400158, Lng: -92.941353), Route carried "under" structure: US 169, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 12,800 (year 2019), Truck Traffic: 5%, Features Intersected: US 169, Facility Carried by Structure: CSAH 57
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 92973, Location: 0.8 MI E OF W CO LINE (Lat: 47.393772, Lng: -93.053603), Route carried "under" structure: US 169, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 9,300 (year 2019), Truck Traffic: 4%, Features Intersected: US 169, Facility Carried by Structure: UTILITIES
Minimum Vertical Clearance: 8.20m (26.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 92973, Location: 0.8 MI E OF W CO LINE (Lat: 47.393772, Lng: -93.053603), Route carried "under" structure: US 169, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 9,300 (year 2019), Truck Traffic: 4%, Features Intersected: US 169, Facility Carried by Structure: UTILITIES
Minimum Vertical Clearance: 8.20m (26.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 33.5m (109.9ft)