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Bridge Statistics for Afton, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Afton, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 48 meters (157ft) Total costs: $1,117,000 Total average daily traffic: 184,809 Total average daily truck traffic: 15,024 National Bridge Inventory (NBI) Registered Bridges for Afton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1353, Location: 1.3 MI NW OF JCT TH95 (Lat: 44.917950, Lng: -92.801208), Route carried "on" structure: County highway 21, Year Built: 1936, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,450 (year 2005), Features Intersected: VALLEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 26.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $16,000, Total Project Cost: $249,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5673, Location: 0.7 MI N OF AFTON (Lat: 44.911319, Lng: -92.780072), Route carried "on" structure: County highway 18, Year Built: 1937, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 3,450 (year 2005), Truck Traffic: 6%, Design Load: HS 15, Features Intersected: VALLEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $50,000, Total Project Cost: $756,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82505, Location: 0.9 MI E OF JCT CR 71 (Lat: 44.912550, Lng: -92.824772), Route carried "on" structure: City street 53, Year Built: 1979, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 90 (year 2005), Design Load: HS 20, Features Intersected: VALLEY 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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.2 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82507, Location: 0.5 MI S OF JCT TH 95 (Lat: 44.896747, Lng: -92.783342), Route carried "on" structure: County highway 21, Year Built: 1996, Status: Open, Structure Length: 0.41m (1.35ft), Average Daily Traffic: 2,850 (year 2005), Design Load: HS 25, 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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Equal 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, Inspection Date: January 2008, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82508, Location: 1.0 MI N OF JCT CSAH 20 (Lat: 44.863333, Lng: -92.801667), Route carried "on" structure: County highway 21, Year Built: 2000, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 1,050 (year 2005), Design Load: HS 25, 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: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, 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: 82846, Location: 4.8 MI E OF JCT TH 494 (Lat: 44.948694, Lng: -92.862431), Route carried "on" structure: State highway 95, Year Built: 1983, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 12,200 (year 2004), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: I 94 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: 34.1m (111.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 30.1m (98.8ft), Out-to-Out Width: 36.8m (120.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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, Underclear: Better than present minimum 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82847, Location: 5.7 MI E OF JCT TH 494 (Lat: 44.948456, Lng: -92.842836), Route carried "on" structure: County highway 71, Year Built: 1983, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 1,500 (year 2005), Design Load: HS 20, Features Intersected: I 94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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, Underclear: Equal to present minimum 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82J01, Location: 1.1 MI E OF JCT CR 71 (Lat: 44.861958, Lng: -92.818969), Route carried "on" structure: City street 44, Year Built: 1997, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 60 (year 1986), Design Load: HS 25, Features Intersected: TROUT BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: 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: November 2007, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: 90739, Location: 1.7 MI N OF JCT TH95 (Lat: 44.915278, Lng: -92.842878), Route carried "on" structure: County highway 71, Year Built: 1939, Status: Open, Structure Length: 0.46m (1.51ft), Average Daily Traffic: 970 (year 2005), Features Intersected: VALLEY CRK (TRIBUTARY) 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: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.2 metric tons, Inventory Rating: 26.1 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 90741, Location: 0.1 MI N OF CSAH 21 (Lat: 44.903878, Lng: -92.783333), Route carried "on" structure: County highway 18, Year Built: 1925, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 3,750 (year 2005), Truck Traffic: 6%, 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: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $3,000, Total Project Cost: $45,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 90747, Location: 1.7 MI NW OF JCT TH95 (Lat: 44.925447, Lng: -92.802072), Route carried "on" structure: County highway 21, Year Built: 1924, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 1,450 (year 2005), Features Intersected: VALLEY CRK (TRIBUTARY) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: Satisfactory, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $1,000, Total Project Cost: $19,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91976, Location: 0.3 MI W OF JCT CSAH 21 (Lat: 44.917464, Lng: -92.806756), Route carried "on" structure: City street 53, Year Built: 1985, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 218 (year 1986), Design Load: HS 20, Features Intersected: VALLEY 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.6m (18.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.2 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 92757, Location: 1.3 MI W OF JCT CSAH20 (Lat: 44.866928, Lng: -92.842422), Route carried "on" structure: County highway 71, Year Built: 1928, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 810 (year 2005), Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.5m (4.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 39.2 metric tons, Inventory Rating: 26.1 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L8167, Location: 0.1 MI S OF JCT CSAH 18 (Lat: 44.888256, Lng: -92.813144), Route carried "on" structure: City street 22, Year Built: 1920, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 568 (year 1986), 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: 7.9m (25.9ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $35,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L817, Location: 1.1 MI E OF JCT CR 71 (Lat: 44.913528, Lng: -92.818922), Route carried "on" structure: City street 53, Year Built: 1920, Status: Open, Structure Length: 0.47m (1.54ft), Average Daily Traffic: 125 (year 1986), Features Intersected: VALLEY CRK (TRIBUTARY) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.1m (13.5ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L8173, Location: 0.2 MI N OF JCT CSAH 21 (Lat: 44.915828, Lng: -92.786003), Route carried "on" structure: City street 26, Year Built: 1924, Status: Closed, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 268 (year 1986), Features Intersected: VALLEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2005, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $4,000, Total Project Cost: $48,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: 82846, Location: 4.8 MI E OF JCT TH 494 (Lat: 44.948694, Lng: -92.862431), Route carried "under" structure: Interstate 94, Year Built: 1983, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 77,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 94, Facility Carried by Structure: TH 95 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft) Find on map >>
Structure Number: 82847, Location: 5.7 MI E OF JCT TH 494 (Lat: 44.948456, Lng: -92.842836), Route carried "under" structure: Interstate 94, Year Built: 1983, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 77,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 94, Facility Carried by Structure: CR 71 Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Discuss this city on our hugely popular Minnesota forum Back to: Afton, MN, Minnesota, All US cities.
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