Bridge Statistics for Rogers, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 282ft / 85.6mTotal length
- 495,600Total average daily traffic
- 47,932Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rogers
- No street view available for this location
- New bridges - historical statistics
- 61960-1969
- 21970-1979
- 42010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 42.9%Good
- 42.9%Satisfactory
- Bridge Condition - Superstructure
- 42.9%Good
- 57.1%Satisfactory
- Bridge Condition - Substructure
- 85.7%Good
- 14.3%Fair
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Structure Number: 27299, Location: 1.1 MI N JCT TH 101; 94 (Lat: 45.210350, Lng: -93.552544), Route carried "on" structure: State highway 101, Year Built: 2014, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 47,500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 46,000 (year 2039), Design Load: HL 93, Features Intersected: CSAH 144
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: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.1m (108.6ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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: 27299, Location: 1.1 MI N JCT TH 101; 94 (Lat: 45.210350, Lng: -93.552544), Route carried "on" structure: State highway 101, Year Built: 2014, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 47,500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 46,000 (year 2039), Design Load: HL 93, Features Intersected: CSAH 144
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: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.1m (108.6ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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: 27302, Location: AT W JCT TH 101; 94 (Lat: 45.199561, Lng: -93.552039), Route carried "on" structure: Ramp Interstate 80, Year Built: 2010, Status: Open, Structure Length: 25.83m (84.74ft), Average Daily Traffic: 47,000 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 13,800 (year 2035), Design Load: HL 93, Features Intersected: DIAMOND LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27302, Location: AT W JCT TH 101; 94 (Lat: 45.199561, Lng: -93.552039), Route carried "on" structure: Ramp Interstate 80, Year Built: 2010, Status: Open, Structure Length: 25.83m (84.74ft), Average Daily Traffic: 47,000 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 13,800 (year 2035), Design Load: HL 93, Features Intersected: DIAMOND LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27942, Location: 2.3 MI NW OF JCT TH 101 (Lat: 45.214675, Lng: -93.590500), Route carried "on" structure: Interstate 94, Year Built: 1973, Year Reconstructed: 2015, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 40,500 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 40,500 (year 2039), Design Load: HS 20+Mod, Features Intersected: Crow 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: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27942, Location: 2.3 MI NW OF JCT TH 101 (Lat: 45.214675, Lng: -93.590500), Route carried "on" structure: Interstate 94, Year Built: 1973, Year Reconstructed: 2015, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 40,500 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 40,500 (year 2039), Design Load: HS 20+Mod, Features Intersected: Crow 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: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27943, Location: 2.3 MI NW OF JCT TH 101 (Lat: 45.214686, Lng: -93.590119), Route carried "on" structure: Interstate 94, Year Built: 1973, Year Reconstructed: 2015, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 40,500 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 40,500 (year 2039), Design Load: HL 93, Features Intersected: Crow 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: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27943, Location: 2.3 MI NW OF JCT TH 101 (Lat: 45.214686, Lng: -93.590119), Route carried "on" structure: Interstate 94, Year Built: 1973, Year Reconstructed: 2015, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 40,500 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 40,500 (year 2039), Design Load: HL 93, Features Intersected: Crow 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: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27944, Location: 1.9 MI NW OF JCT TH 101 (Lat: 45.210719, Lng: -93.583869), Route carried "on" structure: County highway 144, Year Built: 1969, Status: Open, Structure Length: 12.05m (39.53ft), Average Daily Traffic: 2,800 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,600 (year 2039), Design Load: H 20, Features Intersected: I 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.5m (116.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to 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: Low Slump Concrete
Structure Number: 27944, Location: 1.9 MI NW OF JCT TH 101 (Lat: 45.210719, Lng: -93.583869), Route carried "on" structure: County highway 144, Year Built: 1969, Status: Open, Structure Length: 12.05m (39.53ft), Average Daily Traffic: 2,800 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,600 (year 2039), Design Load: H 20, Features Intersected: I 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.5m (116.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to 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: Low Slump Concrete
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Structure Number: 27947, Location: 2.0 MI SE OF JCT TH 101 (Lat: 45.172256, Lng: -93.526825), Route carried "on" structure: County highway 81, Year Built: 1969, Status: Open, Structure Length: 11.38m (37.34ft), Average Daily Traffic: 10,500 (year 2017), Average Future Daily Traffic: 10,500 (year 2039), 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: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.2m (102.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 27947, Location: 2.0 MI SE OF JCT TH 101 (Lat: 45.172256, Lng: -93.526825), Route carried "on" structure: County highway 81, Year Built: 1969, Status: Open, Structure Length: 11.38m (37.34ft), Average Daily Traffic: 10,500 (year 2017), Average Future Daily Traffic: 10,500 (year 2039), 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: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.2m (102.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 27948, Location: 2.1 MI SE OF JCT TH 101 (Lat: 45.171750, Lng: -93.526847), Route carried "on" structure: , Year Built: 1969, Status: Open, Structure Length: 11.28m (37.01ft), Features Intersected: I 94, Facility Carried by Structure: RAILROAD
Lanes under structure: 6, Owner: Railroad, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.1m (95.5ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Underclear: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021
Structure Number: 27948, Location: 2.1 MI SE OF JCT TH 101 (Lat: 45.171750, Lng: -93.526847), Route carried "on" structure: , Year Built: 1969, Status: Open, Structure Length: 11.28m (37.01ft), Features Intersected: I 94, Facility Carried by Structure: RAILROAD
Lanes under structure: 6, Owner: Railroad, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.1m (95.5ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Underclear: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021
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Structure Number: 27299, Location: 1.1 MI N JCT TH 101; 94 (Lat: 45.210350, Lng: -93.552544), Route carried "under" structure: County highway 144, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 14,300 (year 2011), Features Intersected: CSAH 144, Facility Carried by Structure: MN 101
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.1m (108.6ft)
Structure Number: 27299, Location: 1.1 MI N JCT TH 101; 94 (Lat: 45.210350, Lng: -93.552544), Route carried "under" structure: County highway 144, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 14,300 (year 2011), Features Intersected: CSAH 144, Facility Carried by Structure: MN 101
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.1m (108.6ft)
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Structure Number: 27302, Location: AT W JCT TH 101; 94 (Lat: 45.199561, Lng: -93.552039), Route carried "under" structure: City street 110, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 21,500 (year 2010), Truck Traffic: 9%, Features Intersected: DIAMOND LAKE ROAD, Facility Carried by Structure: CON 80
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)
Structure Number: 27302, Location: AT W JCT TH 101; 94 (Lat: 45.199561, Lng: -93.552039), Route carried "under" structure: City street 110, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 21,500 (year 2010), Truck Traffic: 9%, Features Intersected: DIAMOND LAKE ROAD, Facility Carried by Structure: CON 80
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)
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Structure Number: 27944, Location: 1.9 MI NW OF JCT TH 101 (Lat: 45.210719, Lng: -93.583869), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 81,000 (year 2019), Truck Traffic: 11%, Features Intersected: I 94, Facility Carried by Structure: CSAH 144
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.5m (116.5ft)
Structure Number: 27944, Location: 1.9 MI NW OF JCT TH 101 (Lat: 45.210719, Lng: -93.583869), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 81,000 (year 2019), Truck Traffic: 11%, Features Intersected: I 94, Facility Carried by Structure: CSAH 144
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.5m (116.5ft)
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Structure Number: 27947, Location: 2.0 MI SE OF JCT TH 101 (Lat: 45.172256, Lng: -93.526825), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 95,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 94, Facility Carried by Structure: CSAH 81
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.2m (102.4ft)
Structure Number: 27947, Location: 2.0 MI SE OF JCT TH 101 (Lat: 45.172256, Lng: -93.526825), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 95,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 94, Facility Carried by Structure: CSAH 81
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.2m (102.4ft)
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Structure Number: 27948, Location: 2.1 MI SE OF JCT TH 101 (Lat: 45.171750, Lng: -93.526847), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 95,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 94, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.1m (95.5ft)
Structure Number: 27948, Location: 2.1 MI SE OF JCT TH 101 (Lat: 45.171750, Lng: -93.526847), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 95,000 (year 2019), Truck Traffic: 12%, Features Intersected: I 94, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.1m (95.5ft)