Bridge Statistics for Pemberton, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 108ft / 33.2mTotal length
- $99,000,000Total costs
- 3,011Total average daily traffic
- 265Total average daily truck traffic
- 2,780Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Pemberton
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 11960-1969
- 61970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 44.4%Very good
- 22.2%Good
- 11.1%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 55.6%Very good
- 11.1%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 55.6%Very good
- 11.1%Good
- 11.1%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 18.8%Very good
- 18.8%Good
- 37.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Culverts
- 14.3%Very good
- 28.6%Good
- 28.6%Satisfactory
- 28.6%Poor
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Structure Number: 752, Location: 0.2 MI N OF JCT CSAH 21 (Lat: 43.966828, Lng: -93.788108), Route carried "on" structure: County highway 53, Year Built: 1968, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 380 (year 2013), Average Future Daily Traffic: 380 (year 2039), Design Load: HS 20, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 752, Location: 0.2 MI N OF JCT CSAH 21 (Lat: 43.966828, Lng: -93.788108), Route carried "on" structure: County highway 53, Year Built: 1968, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 380 (year 2013), Average Future Daily Traffic: 380 (year 2039), Design Load: HS 20, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 754, Location: 1.2 MI S OF JCT CSAH 15 (Lat: 44.061731, Lng: -93.798364), Route carried "on" structure: County highway 172, Year Built: 1977, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 85 (year 2013), Average Future Daily Traffic: 85 (year 2039), Design Load: HS 20, Features Intersected: LE SUEUR RIVER
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: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 754, Location: 1.2 MI S OF JCT CSAH 15 (Lat: 44.061731, Lng: -93.798364), Route carried "on" structure: County highway 172, Year Built: 1977, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 85 (year 2013), Average Future Daily Traffic: 85 (year 2039), Design Load: HS 20, Features Intersected: LE SUEUR RIVER
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: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7546, Location: 0.7 mi S of jct CR 168 (Lat: 43.988933, Lng: -93.783311), Route carried "on" structure: County highway 53, Year Built: 2002, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 380 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 380 (year 2039), Design Load: HS 25 or greater, Features Intersected: Bull Run Creek
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7546, Location: 0.7 mi S of jct CR 168 (Lat: 43.988933, Lng: -93.783311), Route carried "on" structure: County highway 53, Year Built: 2002, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 380 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 380 (year 2039), Design Load: HS 25 or greater, Features Intersected: Bull Run Creek
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7548, Location: 0.9 MI S OF JCT CSAH 10 (Lat: 44.008669, Lng: -93.838661), Route carried "on" structure: County highway 330, Year Built: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 1986), Average Future Daily Traffic: 10 (year 2029), Design Load: HS 20, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7548, Location: 0.9 MI S OF JCT CSAH 10 (Lat: 44.008669, Lng: -93.838661), Route carried "on" structure: County highway 330, Year Built: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 1986), Average Future Daily Traffic: 10 (year 2029), Design Load: HS 20, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7558, Location: 1.5 MI S OF JCT CSAH 10 (Lat: 43.999789, Lng: -93.828597), Route carried "on" structure: County highway 14, Year Built: 1986, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 350 (year 2013), Average Future Daily Traffic: 350 (year 2039), Design Load: HS 20, Features Intersected: LITTLE COBB RIVER
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.2m (43.3ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7558, Location: 1.5 MI S OF JCT CSAH 10 (Lat: 43.999789, Lng: -93.828597), Route carried "on" structure: County highway 14, Year Built: 1986, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 350 (year 2013), Average Future Daily Traffic: 350 (year 2039), Design Load: HS 20, Features Intersected: LITTLE COBB RIVER
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.2m (43.3ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7567, Location: 0.5 MI E OF JCT CSAH 53 (Lat: 43.949539, Lng: -93.777433), Route carried "on" structure: County highway 64, Year Built: 1994, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 31 (year 1994), Average Future Daily Traffic: 31 (year 2029), Design Load: HS 25 or greater, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7567, Location: 0.5 MI E OF JCT CSAH 53 (Lat: 43.949539, Lng: -93.777433), Route carried "on" structure: County highway 64, Year Built: 1994, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 31 (year 1994), Average Future Daily Traffic: 31 (year 2029), Design Load: HS 25 or greater, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7584, Location: 0.1 MI W OF JCT CSAH 53 (Lat: 43.967717, Lng: -93.790794), Route carried "on" structure: County highway 66, Year Built: 2007, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 28 (year 2004), Average Future Daily Traffic: 28 (year 2029), Design Load: HS 25 or greater, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7584, Location: 0.1 MI W OF JCT CSAH 53 (Lat: 43.967717, Lng: -93.790794), Route carried "on" structure: County highway 66, Year Built: 2007, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 28 (year 2004), Average Future Daily Traffic: 28 (year 2029), Design Load: HS 25 or greater, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7008, Location: 1.2 MI N OF JCT CSAH9 (Lat: 44.035331, Lng: -93.731500), Route carried "on" structure: County highway 54, Year Built: 1950, Status: Open, Structure Length: 2.54m (8.33ft), Average Daily Traffic: 135 (year 2008), Average Future Daily Traffic: 135 (year 2039), Design Load: H 15, Features Intersected: LE SUEUR RIVER
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7008, Location: 1.2 MI N OF JCT CSAH9 (Lat: 44.035331, Lng: -93.731500), Route carried "on" structure: County highway 54, Year Built: 1950, Status: Open, Structure Length: 2.54m (8.33ft), Average Daily Traffic: 135 (year 2008), Average Future Daily Traffic: 135 (year 2039), Design Load: H 15, Features Intersected: LE SUEUR RIVER
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7603, Location: 0.2 MI N OF JCT TH83 (Lat: 43.978886, Lng: -93.747933), Route carried "on" structure: County highway 54, Year Built: 1931, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 55 (year 2008), Average Future Daily Traffic: 55 (year 2039), Features Intersected: BULL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $200,000,000
Structure Number: 7603, Location: 0.2 MI N OF JCT TH83 (Lat: 43.978886, Lng: -93.747933), Route carried "on" structure: County highway 54, Year Built: 1931, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 55 (year 2008), Average Future Daily Traffic: 55 (year 2039), Features Intersected: BULL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $200,000,000
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Structure Number: 81525, Location: 1.0 MI N OF JCT CSAH 9 (Lat: 44.037136, Lng: -93.768311), Route carried "on" structure: County highway 37, Year Built: 1995, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 330 (year 2016), Average Future Daily Traffic: 330 (year 2039), Design Load: HS 25 or greater, Features Intersected: LE SUEUR RIVER
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 81525, Location: 1.0 MI N OF JCT CSAH 9 (Lat: 44.037136, Lng: -93.768311), Route carried "on" structure: County highway 37, Year Built: 1995, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 330 (year 2016), Average Future Daily Traffic: 330 (year 2039), Design Load: HS 25 or greater, Features Intersected: LE SUEUR RIVER
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 91693, Location: 0.7 MI N OF JCT CSAH 4 (Lat: 43.946369, Lng: -93.768028), Route carried "on" structure: County highway 201, Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 60 (year 1969), Average Future Daily Traffic: 60 (year 2029), Design Load: HS 20, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 91693, Location: 0.7 MI N OF JCT CSAH 4 (Lat: 43.946369, Lng: -93.768028), Route carried "on" structure: County highway 201, Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 60 (year 1969), Average Future Daily Traffic: 60 (year 2029), Design Load: HS 20, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 91869, Location: 0.5 MI S OF JCT CR 171 (Lat: 43.971847, Lng: -93.808233), Route carried "on" structure: County highway 316, Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 32 (year 1969), Average Future Daily Traffic: 32 (year 2029), Design Load: HS 20, Features Intersected: CO DITCH # 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 91869, Location: 0.5 MI S OF JCT CR 171 (Lat: 43.971847, Lng: -93.808233), Route carried "on" structure: County highway 316, Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 32 (year 1969), Average Future Daily Traffic: 32 (year 2029), Design Load: HS 20, Features Intersected: CO DITCH # 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 9187, Location: 0.7 MI E;S OF JCT CSAH 14 (Lat: 43.968189, Lng: -93.818219), Route carried "on" structure: County highway 327, Year Built: 1979, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 30 (year 1977), Average Future Daily Traffic: 30 (year 2029), Design Load: HS 20, Features Intersected: CO DITCH # 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 9187, Location: 0.7 MI E;S OF JCT CSAH 14 (Lat: 43.968189, Lng: -93.818219), Route carried "on" structure: County highway 327, Year Built: 1979, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 30 (year 1977), Average Future Daily Traffic: 30 (year 2029), Design Load: HS 20, Features Intersected: CO DITCH # 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 9206, Location: 4.5 MI NW OF WALDORF (Lat: 43.984956, Lng: -93.754381), Route carried "on" structure: State highway 83, Year Built: 1956, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 991 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 760 (year 2039), Features Intersected: BULL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $76,000,000, Roadway Improvement Cost: $6,000,000, Total Project Cost: $99,000,000
Structure Number: 9206, Location: 4.5 MI NW OF WALDORF (Lat: 43.984956, Lng: -93.754381), Route carried "on" structure: State highway 83, Year Built: 1956, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 991 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 760 (year 2039), Features Intersected: BULL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $76,000,000, Roadway Improvement Cost: $6,000,000, Total Project Cost: $99,000,000
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Structure Number: 93307, Location: 0.4 MI E OF JCT CSAH 53 (Lat: 43.964039, Lng: -93.780975), Route carried "on" structure: County highway 21, Year Built: 1978, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 93307, Location: 0.4 MI E OF JCT CSAH 53 (Lat: 43.964039, Lng: -93.780975), Route carried "on" structure: County highway 21, Year Built: 1978, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: LITTLE COBB RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: L5737, Location: 0.6 MI S OF JCT TH83 (Lat: 43.988433, Lng: -93.768172), Route carried "on" structure: County highway 692, Year Built: 1970, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 74 (year 1969), Average Future Daily Traffic: 74 (year 2029), Features Intersected: BULL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $205,000,000
Structure Number: L5737, Location: 0.6 MI S OF JCT TH83 (Lat: 43.988433, Lng: -93.768172), Route carried "on" structure: County highway 692, Year Built: 1970, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 74 (year 1969), Average Future Daily Traffic: 74 (year 2029), Features Intersected: BULL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $205,000,000