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Bridge Statistics for Red Wing, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Red Wing, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 55 Total length: 288 meters (945ft) Total costs: $22,365,000 Total average daily traffic: 295,302 Total average daily truck traffic: 17,441 National Bridge Inventory (NBI) Registered Bridges for Red Wing
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 122, Location: 0.4 MI N OF JCT TH 61 (Lat: 44.575489, Lng: -92.642242), Route carried "on" structure: City street 11, Year Built: 1911, Status: Closed, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1 (year 1990), Design Load: Pedestrian, Features Intersected: STREAM Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Fair, Deck Geometry: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $234,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1324, Location: 0.7 MI N OF JCT TH 61 (Lat: 44.579811, Lng: -92.643208), Route carried "on" structure: City street 11, Year Built: 1915, Status: Closed, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 1 (year 1990), Features Intersected: CANNON RIVER Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Good, Deck Geometry: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2003, Bridge Improvement Cost: $236,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 25013, Location: 2.3 MI SE OF JCT TH 19 (Lat: 44.571219, Lng: -92.595969), Route carried "on" structure: US 61, Year Built: 1982, Status: Open, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 8,750 (year 2004), Truck Traffic: 9%, Design Load: HS 20, Features Intersected: SPRING 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: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25014, Location: 2.2 MI E OF JCT TH 19 (Lat: 44.571369, Lng: -92.595714), Route carried "on" structure: US 61, Year Built: 1983, Status: Open, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 8,750 (year 2004), Truck Traffic: 9%, Design Load: HS 20, Features Intersected: SPRING 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: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25017, Location: 0.8 MI NW OF JCT TH 19 (Lat: 44.574572, Lng: -92.649017), Route carried "on" structure: US 61, Year Built: 1984, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 8,450 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: S CHAN CANNON R 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: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25018, Location: 1.3 MI NW OF JCT TH 19 (Lat: 44.580889, Lng: -92.653769), Route carried "on" structure: US 61, Year Built: 1994, Status: Open, Structure Length: 12.66m (41.54ft), Average Daily Traffic: 8,450 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: CANNON RIVER 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: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25021, Location: 1.3 MI NW OF JCT TH 19 (Lat: 44.580886, Lng: -92.654122), Route carried "on" structure: US 61, Year Built: 1993, Status: Open, Structure Length: 12.66m (41.54ft), Average Daily Traffic: 8,450 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: CANNON RIVER 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: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25023, Location: 0.8 MI NW OF JCT TH 19 (Lat: 44.574508, Lng: -92.649356), Route carried "on" structure: US 61, Year Built: 1993, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 8,450 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: S CHAN CANNON R 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: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25505, Location: 2.1 MI N OF JCT TH 61 (Lat: 44.621417, Lng: -92.671819), Route carried "on" structure: County highway 18, Year Built: 1968, Status: Open, Structure Length: 9.56m (31.36ft), Average Daily Traffic: 7,400 (year 2003), Design Load: HS 20, Features Intersected: VERMILLION RIVER 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: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 25506, Location: 2.6 MI N OF JCT TH 61 (Lat: 44.627819, Lng: -92.671753), Route carried "on" structure: County highway 18, Year Built: 1968, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 7,400 (year 2003), Design Load: HS 20, Features Intersected: INDIAN SLOUGH 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: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,121,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 25514, Location: 1.2 MI S OF JCT TH 61 (Lat: 44.561600, Lng: -92.612067), Route carried "on" structure: County highway 53, Year Built: 1973, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,600 (year 2003), Design Load: HS 20, Features Intersected: SPRING 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $342,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 25517, Location: 0.2 MI E OF JCT CSAH 1 (Lat: 44.543214, Lng: -92.566744), Route carried "on" structure: County highway 66, Year Built: 1975, Status: Open, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 6,700 (year 2003), Design Load: HS 20, Features Intersected: HAY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 25519, Location: 0.1 MI SE OF CANNON R RD (Lat: 44.575203, Lng: -92.592775), Route carried "on" structure: City street 125, Year Built: 1979, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 3,000 (year 2003), Design Load: HS 20, Features Intersected: SPRING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 25524, Location: 0.1 MI E OF JCT TH 19 (Lat: 44.557853, Lng: -92.643478), Route carried "on" structure: City street 126, Year Built: 1978, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 500 (year 2003), Design Load: HS 20, Features Intersected: SPRING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 25525, Location: 0.5 MI E OF JCT TH 19 (Lat: 44.557400, Lng: -92.632694), Route carried "on" structure: City street 126, Year Built: 1978, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 500 (year 2003), Design Load: HS 20, Features Intersected: SPRING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 25543, Location: 0.4 MI S OF JCT CR 53 (Lat: 44.553647, Lng: -92.612336), Route carried "on" structure: City street 27, Year Built: 1987, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 10 (year 1987), Design Load: HS 20, Features Intersected: SPRING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 25546, Location: 0.1 MI N OF JCT TH 61 (Lat: 44.564803, Lng: -92.563728), Route carried "on" structure: City street 132, Year Built: 1984, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 4,600 (year 2003), Design Load: HS 20, Features Intersected: HAY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 25547, Location: 0.2 MI E OF JCT CSAH 1 (Lat: 44.552336, Lng: -92.563078), Route carried "on" structure: City street 128, Year Built: 1987, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 2,850 (year 2003), Design Load: HS 20, Features Intersected: HAY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25549, Location: 0.15 MI N OF JCT TH 61 (Lat: 44.571956, Lng: -92.642683), Route carried "on" structure: City street 11, Year Built: 1981, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 50 (year 1986), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), 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: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 25551, Location: 2.0 MI SW OF JCT TH 61 (Lat: 44.553147, Lng: -92.622064), Route carried "on" structure: County highway 53, Year Built: 1981, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 280 (year 2003), Design Load: HS 20, Features Intersected: SPRING CREEK 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $355,000, Total Project Cost: $210,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2556, Location: 0.1 MI N OF JCT TH 61 (Lat: 44.565042, Lng: -92.563653), Route carried "on" structure: City street 122, Year Built: 1984, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 2,450 (year 2003), Design Load: HS 20, Features Intersected: CP RAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25592, Location: 0.1 MI N OF TH 61 (Lat: 44.564981, Lng: -92.561681), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 3.44m (11.29ft), Design Load: Pedestrian, Features Intersected: HAY CREEK, Facility Carried by Structure: PED Minimum Vertical Clearance: 30+ m (98+ ft), Owner: City or Municipal Highway Agency, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.3m (112.5ft), Out-to-Out Width: 3.8m (12.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $285,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 335, Location: 0.3 MI NE OF JCT TH 19 (Lat: 44.546972, Lng: -92.651922), Route carried "on" structure: City street 18, Year Built: 1920, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 20 (year 1987), Features Intersected: SPRING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $110,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3351, Location: 0.2 MI NE OF JCT TH 19 (Lat: 44.545694, Lng: -92.652786), Route carried "on" structure: City street 18, Year Built: 1920, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20 (year 1987), Features Intersected: SPRING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3481, Location: 0.9 MI N OF JCT TH 61 (Lat: 44.582683, Lng: -92.644161), Route carried "on" structure: City street 11, Year Built: 1921, Status: Closed, Structure Length: 5.89m (19.32ft), Average Daily Traffic: 20 (year 1971), Features Intersected: CANNON 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: 4, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 9.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2005, Bridge Improvement Cost: $488,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6482, Location: 1.4 MI NW OF JCT TH 58 (Lat: 44.563114, Lng: -92.560547), Route carried "on" structure: US 61, Year Built: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20,600 (year 2004), Truck Traffic: 5%, Design Load: H 20, Features Intersected: ABAN C&NW RY-PLU 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: 20.7m (67.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 41.5m (136.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6483, Location: 1.5 MI NW OF JCT TH 58 (Lat: 44.563500, Lng: -92.563911), Route carried "on" structure: US 61, Year Built: 1952, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 20,600 (year 2004), Truck Traffic: 5%, Design Load: H 20, Features Intersected: HAY CRK & WITHERS D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: June 2007, Other Special Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 828, Location: 2.8 MI SE OF JCT TH 19 (Lat: 44.567811, Lng: -92.585008), Route carried "on" structure: US 61, Year Built: 1951, Status: Open, Structure Length: 0.36m (1.18ft), Average Daily Traffic: 22,600 (year 2004), Truck Traffic: 9%, Design Load: H 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 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: September 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 904, Location: AT WIS STATE LINE (Lat: 44.570083, Lng: -92.533744), Route carried "on" structure: US 63, Year Built: 1958, Status: Open, Structure Length: 49.71m (163.09ft), Average Daily Traffic: 11,500 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: MISS RIVER & CP RAIL Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 127.4m (418.0ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 131.7m (432.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 49.70m (163.06ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: June 2007, Critical Feature Inspection Date: August 2007, Underwater Inspection Date: August 2004, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $7,045,000, Total Project Cost: $19,700,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9103, Location: AT JCT TH 63 (Lat: 44.568244, Lng: -92.531639), Route carried "on" structure: US 63, Year Built: 1960, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 11,500 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: US 61, US 63, & SRVC DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.5m (47.6ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,436,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,537,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 91191, Location: 0.9 MI NW OF JCT TH 58 (Lat: 44.562033, Lng: -92.551208), Route carried "on" structure: US 61, Year Built: 1951, Status: Open, Structure Length: 0.20m (0.66ft), Average Daily Traffic: 20,600 (year 2004), Truck Traffic: 5%, Features Intersected: PED WALKWAY 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: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 1.5m (4.9ft) Condition: Culverts: Good, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91323, Location: 0.1 MI E OF JCT CSAH 1 (Lat: 44.543508, Lng: -92.573261), Route carried "on" structure: County highway 66, Year Built: 1975, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,700 (year 2003), Features Intersected: TROUT BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Poor, Culverts: Good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 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 24 months, Inspection Date: October 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93773, Location: 0.02 MI E OF JCT TH 61 (Lat: 44.567372, Lng: -92.515842), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 14.77m (48.46ft), Average Daily Traffic: 200 (year 1986), Design Load: HS 20, Features Intersected: CP RAIL, Facility Carried by Structure: MUN (NSP RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 9449, Location: 0.8 MI SE OF JCT TH 58 (Lat: 44.567606, Lng: -92.519800), Route carried "on" structure: US 61, Year Built: 1962, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 8,000 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: E 5TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $949,000, Roadway Improvement Cost: $13,000, Total Project Cost: $195,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 945, Location: 1.4 MI SE OF JCT TH 58 (Lat: 44.564797, Lng: -92.507281), Route carried "on" structure: US 61, Year Built: 1962, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 8,000 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: NYMPHARA LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $792,000, Roadway Improvement Cost: $48,000, Total Project Cost: $723,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9544, Location: 1.9 MI N OF JCT TH 61 (Lat: 44.619797, Lng: -92.671833), Route carried "on" structure: County highway 18, Year Built: 1987, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 7,400 (year 2003), Design Load: HS 20, Features Intersected: STREAM 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: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, 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 24 months, Inspection Date: October 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 97039, Location: 0.1 MI N OF JCT TH 61 (Lat: 44.592600, Lng: -92.669258), Route carried "on" structure: County highway 18, Year Built: 1991, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 6,000 (year 2003), Design Load: HS 25, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 97746, Location: 1.6 MI NW OF JCT TH 19 (Lat: 44.585228, Lng: -92.657561), Route carried "on" structure: US 61, Year Built: 1994, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 16,900 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 97747, Location: 2.3 MI NW OF JCT TH 19 (Lat: 44.591883, Lng: -92.668358), Route carried "on" structure: US 61, Year Built: 1994, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 16,900 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 14 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: Satisfactory, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 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: September 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L0562, Location: 0.1 MI E OF JCT TH 19 (Lat: 44.553972, Lng: -92.648806), Route carried "on" structure: City street 18, Year Built: 1920, Status: Posted for load, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 20 (year 1987), Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $48,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: L247, Location: 0.1 MI E OF JCT TH 61 (Lat: 44.585744, Lng: -92.656467), Route carried "on" structure: County highway 46, Year Built: 1920, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 170 (year 2003), Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Better than 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 2007, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: R0495, Location: _ (Lat: 44.572997, Lng: -92.655333), Year Built: 2005, Structure Length: 1.25m (4.10ft), Design Load: Pedestrian, Features Intersected: DRY RUN Minimum Vertical Clearance: 0.00m, Owner: County Highway Agency, Material/Design: Wood or Timber, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.0m, Out-to-Out Width: 2.4m (7.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Poor, Structural Evaluation: High priority of corrective action, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $121,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: R0496, Location: STATION 4701+90 (Lat: 44.574317, Lng: -92.642075), Year Built: 2005, Structure Length: 0.46m (1.51ft), Design Load: Pedestrian, Features Intersected: DRY RUN Minimum Vertical Clearance: 0.00m, Owner: County Highway Agency, Material/Design: Wood or Timber, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Out-to-Out Width: 2.4m (7.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Structural Evaluation: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $34,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: R0497, Location: STATION 4763+48 (Lat: 44.572167, Lng: -92.618833), Year Built: 2005, Structure Length: 1.28m (4.20ft), Design Load: Pedestrian, Features Intersected: UNNAMED STREAM Minimum Vertical Clearance: 0.00m, Owner: County Highway Agency, Material/Design: Wood or Timber, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.0m, Out-to-Out Width: 2.4m (7.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Structural Evaluation: Equal to present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $123,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: R0498, Location: STATION 4846+99 (Lat: 44.574997, Lng: -92.592833), Year Built: 2005, Structure Length: 3.32m (10.89ft), Design Load: Pedestrian, Features Intersected: SPRING CREEK Minimum Vertical Clearance: 0.00m, Owner: County Highway Agency, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Out-to-Out Width: 2.4m (7.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $275,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: R0499, Location: A.P. TRAIL (Lat: 44.571000, Lng: -92.596333), Year Built: 2005, Structure Length: 5.97m (19.59ft), Design Load: Pedestrian, Features Intersected: TH 61 R.O.W. Minimum Vertical Clearance: 0.00m, Owner: County Highway Agency, Material/Design: Wood or Timber, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 12, Length of Maximum Span: 0.0m, Out-to-Out Width: 2.7m (8.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $495,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 25019, Location: 1.7 MI SE OF JCT TH 19 (Lat: 44.573117, Lng: -92.606839), Route carried "under" structure: US 61, Year Built: 1986, Structure Length: 7.60m (24.93ft), Average Daily Traffic: 17,500 (year 2004), Truck Traffic: 9%, Features Intersected: US 61, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft) Find on map >>
Structure Number: 25545, Location: 0.1 mi N of jct TH 61 (Lat: 44.565250, Lng: -92.507161), Route carried "under" structure: City street 187, Year Built: 2001, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 100 (year 2002), Features Intersected: NYMPHARA LANE, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.6m (51.2ft) Find on map >>
Structure Number: 6483, Location: 1.5 MI NW OF JCT TH 58 (Lat: 44.563500, Lng: -92.563911), Route carried "under" structure: City street 122, Year Built: 1952, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 2,950 (year 2003), Features Intersected: HAY CRK & WITHERS D, Facility Carried by Structure: US 61 Minimum Vertical Clearance: 6.92m (22.70ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 9103, Location: AT JCT TH 63 (Lat: 44.568244, Lng: -92.531639), Route carried "under" structure: US 61, Year Built: 1960, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 8,000 (year 2004), Truck Traffic: 8%, Features Intersected: US 61, US 63, & SRVC DR, Facility Carried by Structure: US 63 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.5m (47.6ft) Find on map >>
Structure Number: 9103, Location: AT JCT TH 63 (Lat: 44.568244, Lng: -92.531639), Route carried "under" structure: City street 106, Year Built: 1960, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 100 (year ), Features Intersected: US 61, US 63, & SRVC DR, Facility Carried by Structure: US 63 Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.5m (47.6ft) Find on map >>
Structure Number: 9449, Location: 0.8 MI SE OF JCT TH 58 (Lat: 44.567606, Lng: -92.519800), Route carried "under" structure: City street 114, Year Built: 1962, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 50 (year 1977), Features Intersected: E 5TH ST, Facility Carried by Structure: US 61 Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 945, Location: 1.4 MI SE OF JCT TH 58 (Lat: 44.564797, Lng: -92.507281), Route carried "under" structure: City street 187, Year Built: 1962, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 50 (year 1977), Features Intersected: NYMPHARA LANE, Facility Carried by Structure: US 61 Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: L5385, Location: 0.1 MI N OF JCT TH 61 (Lat: 44.568539, Lng: -92.517575), Route carried "under" structure: City street 114, Year Built: 1901, Structure Length: 0.55m (1.80ft), Average Daily Traffic: 80 (year 1990), Features Intersected: STR 114, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 3.84m (12.60ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 4.5m (14.8ft) Find on map >>
Structure Number: L5387, Location: 0.1 MI N OF JCT TH 61 (Lat: 44.569353, Lng: -92.517947), Route carried "under" structure: City street 114, Year Built: 1948, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 80 (year 1991), Features Intersected: STR 114, Facility Carried by Structure: SOO LINE RR (ABAN) Minimum Vertical Clearance: 3.69m (12.11ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.1m (20.0ft) Discuss this city on our hugely popular Minnesota forum Back to: Red Wing, MN, Minnesota, All US cities.
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