Bridge Statistics for New Prague, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 66ft / 20.3mTotal length
- $55,002,000Total costs
- 32,622Total average daily traffic
- 1,485Total average daily truck traffic
- 31,706Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Prague
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 31960-1969
- 21970-1979
- 21980-1989
- 41990-1999
- 42000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 25.0%Very good
- 25.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 57.9%Good
- 21.1%Satisfactory
- 21.1%Fair
- Bridge Condition - Culverts
- 6.7%Excellent
- 40.0%Very good
- 40.0%Good
- 6.7%Satisfactory
- 6.7%Poor
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Structure Number: 70042, Location: 4.1 MI N OF JCT TH 19 (Lat: 44.598142, Lng: -93.595742), Route carried "on" structure: State highway 21, Year Built: 1999, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 5,280 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 4,650 (year 2039), Design Load: HS 25 or greater, Features Intersected: Raven Stream
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: 14.4m (47.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 70042, Location: 4.1 MI N OF JCT TH 19 (Lat: 44.598142, Lng: -93.595742), Route carried "on" structure: State highway 21, Year Built: 1999, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 5,280 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 4,650 (year 2039), Design Load: HS 25 or greater, Features Intersected: Raven Stream
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: 14.4m (47.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 70504, Location: 0.5 MI W OF JCT CSAH 15 (Lat: 44.572750, Lng: -93.564536), Route carried "on" structure: County highway 2, Year Built: 1965, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,950 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,850 (year 2039), Design Load: H 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70504, Location: 0.5 MI W OF JCT CSAH 15 (Lat: 44.572750, Lng: -93.564536), Route carried "on" structure: County highway 2, Year Built: 1965, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,950 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,850 (year 2039), Design Load: H 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70505, Location: 0.5 MI W OF JCT CR 89 (Lat: 44.608719, Lng: -93.550653), Route carried "on" structure: County highway 64, Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 230 (year 2016), Average Future Daily Traffic: 230 (year 2039), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70505, Location: 0.5 MI W OF JCT CR 89 (Lat: 44.608719, Lng: -93.550653), Route carried "on" structure: County highway 64, Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 230 (year 2016), Average Future Daily Traffic: 230 (year 2039), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70507, Location: 0.2 MI N OF JCT TH19 (Lat: 44.546653, Lng: -93.542686), Route carried "on" structure: County highway 89, Year Built: 1968, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,700 (year 2016), Average Future Daily Traffic: 1,700 (year 2039), Design Load: H 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70507, Location: 0.2 MI N OF JCT TH19 (Lat: 44.546653, Lng: -93.542686), Route carried "on" structure: County highway 89, Year Built: 1968, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,700 (year 2016), Average Future Daily Traffic: 1,700 (year 2039), Design Load: H 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70J14, Location: 1.0 MI W OFJCT TH 21 (Lat: 44.579883, Lng: -93.604422), Route carried "on" structure: County highway 34, Year Built: 2000, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 51 (year 1999), Average Future Daily Traffic: 51 (year 2029), Design Load: HS 20, Features Intersected: E Br Raven Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
Structure Number: 70J14, Location: 1.0 MI W OFJCT TH 21 (Lat: 44.579883, Lng: -93.604422), Route carried "on" structure: County highway 34, Year Built: 2000, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 51 (year 1999), Average Future Daily Traffic: 51 (year 2029), Design Load: HS 20, Features Intersected: E Br Raven Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
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Structure Number: 70J19, Location: 0.1 MI S OF JCT CSAH 2 (Lat: 44.571514, Lng: -93.542450), Route carried "on" structure: County highway 89, Year Built: 2003, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,700 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,700 (year 2039), Design Load: HS 20, Features Intersected: CO DITCH # 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $74,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
Structure Number: 70J19, Location: 0.1 MI S OF JCT CSAH 2 (Lat: 44.571514, Lng: -93.542450), Route carried "on" structure: County highway 89, Year Built: 2003, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,700 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,700 (year 2039), Design Load: HS 20, Features Intersected: CO DITCH # 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Bridge Improvement Cost: $74,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
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Structure Number: 70J2, Location: 0.4 MI W OF JCT CR 89 (Lat: 44.558014, Lng: -93.550367), Route carried "on" structure: County highway 14, Year Built: 2005, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 88 (year 2003), Average Future Daily Traffic: 88 (year 2029), Design Load: HS 25 or greater, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Bridge Improvement Cost: $57,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
Structure Number: 70J2, Location: 0.4 MI W OF JCT CR 89 (Lat: 44.558014, Lng: -93.550367), Route carried "on" structure: County highway 14, Year Built: 2005, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 88 (year 2003), Average Future Daily Traffic: 88 (year 2029), Design Load: HS 25 or greater, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Bridge Improvement Cost: $57,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
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Structure Number: 70J21, Location: 0.4 MI S JCT CR 2 (Lat: 44.566447, Lng: -93.556908), Route carried "on" structure: County highway 15, Year Built: 2007, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,200 (year 2016), Average Future Daily Traffic: 2,200 (year 2039), Design Load: HS 25 or greater, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: Good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 70J21, Location: 0.4 MI S JCT CR 2 (Lat: 44.566447, Lng: -93.556908), Route carried "on" structure: County highway 15, Year Built: 2007, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,200 (year 2016), Average Future Daily Traffic: 2,200 (year 2039), Design Load: HS 25 or greater, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: Good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 70J61, Location: 0.5 MI E OF JCT CSAH 11 (Lat: 44.587497, Lng: -93.613694), Route carried "on" structure: County highway 179, Year Built: 2015, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 61 (year 2014), Average Future Daily Traffic: 116 (year 2034), Design Load: HL 93, Features Intersected: W BR RAVEN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 70J61, Location: 0.5 MI E OF JCT CSAH 11 (Lat: 44.587497, Lng: -93.613694), Route carried "on" structure: County highway 179, Year Built: 2015, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 61 (year 2014), Average Future Daily Traffic: 116 (year 2034), Design Load: HL 93, Features Intersected: W BR RAVEN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
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Structure Number: 70J65, Location: 0.3 MI N OF JCT CR 2 (Lat: 44.577550, Lng: -93.557528), Route carried "on" structure: County highway 15, Year Built: 2020, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 761 (year 2019), Average Future Daily Traffic: 761 (year 2039), Design Load: HL 93, Features Intersected: SAND 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: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, 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 48 months, Inspection Date: August 2020
Structure Number: 70J65, Location: 0.3 MI N OF JCT CR 2 (Lat: 44.577550, Lng: -93.557528), Route carried "on" structure: County highway 15, Year Built: 2020, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 761 (year 2019), Average Future Daily Traffic: 761 (year 2039), Design Load: HL 93, Features Intersected: SAND 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: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, 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 48 months, Inspection Date: August 2020
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Structure Number: 8851, Location: 2.2 MI E OF TH19 (Lat: 44.543603, Lng: -93.537681), Route carried "on" structure: State highway 19, Year Built: 1954, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 8,041 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 7,900 (year 2039), Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $86,000,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $55,000,000
Structure Number: 8851, Location: 2.2 MI E OF TH19 (Lat: 44.543603, Lng: -93.537681), Route carried "on" structure: State highway 19, Year Built: 1954, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 8,041 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 7,900 (year 2039), Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $86,000,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $55,000,000
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Structure Number: 93, Location: 0.1 MI S OF JCT CSAH 4 (Lat: 44.585631, Lng: -93.624189), Route carried "on" structure: County highway 11, Year Built: 1973, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,300 (year 2016), Average Future Daily Traffic: 1,300 (year 2039), Design Load: HS 20, Features Intersected: W BR RAVEN 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: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
Structure Number: 93, Location: 0.1 MI S OF JCT CSAH 4 (Lat: 44.585631, Lng: -93.624189), Route carried "on" structure: County highway 11, Year Built: 1973, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,300 (year 2016), Average Future Daily Traffic: 1,300 (year 2039), Design Load: HS 20, Features Intersected: W BR RAVEN 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: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
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Structure Number: 93002, Location: 0.1 MI E OF JCT CSAH 11 (Lat: 44.587203, Lng: -93.621583), Route carried "on" structure: County highway 871, Year Built: 1973, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 100 (year 2039), Design Load: HS 20, Features Intersected: W BR RAVEN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
Structure Number: 93002, Location: 0.1 MI E OF JCT CSAH 11 (Lat: 44.587203, Lng: -93.621583), Route carried "on" structure: County highway 871, Year Built: 1973, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 100 (year 2039), Design Load: HS 20, Features Intersected: W BR RAVEN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
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Structure Number: 9397, Location: 2.0 MI E OF JCT TH 13 (Lat: 44.529706, Lng: -93.544406), Route carried "on" structure: County highway 29, Year Built: 1988, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 2,350 (year 2017), Average Future Daily Traffic: 2,350 (year 2039), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $250,000,000
Structure Number: 9397, Location: 2.0 MI E OF JCT TH 13 (Lat: 44.529706, Lng: -93.544406), Route carried "on" structure: County highway 29, Year Built: 1988, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 2,350 (year 2017), Average Future Daily Traffic: 2,350 (year 2039), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $250,000,000
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Structure Number: 96006, Location: 0.2 MI E OF JCT CSAH 15 (Lat: 44.594217, Lng: -93.553056), Route carried "on" structure: County highway 44, Year Built: 1986, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 110 (year 1985), Average Future Daily Traffic: 110 (year 2029), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 96006, Location: 0.2 MI E OF JCT CSAH 15 (Lat: 44.594217, Lng: -93.553056), Route carried "on" structure: County highway 44, Year Built: 1986, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 110 (year 1985), Average Future Daily Traffic: 110 (year 2029), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 96761, Location: 0.7 MI S OF JCT CR 2 (Lat: 44.564156, Lng: -93.522256), Route carried "on" structure: County highway 164, Year Built: 1990, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 25 (year 1986), Average Future Daily Traffic: 25 (year 2029), Design Load: HS 20, Features Intersected: CO DITCH # 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 96761, Location: 0.7 MI S OF JCT CR 2 (Lat: 44.564156, Lng: -93.522256), Route carried "on" structure: County highway 164, Year Built: 1990, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 25 (year 1986), Average Future Daily Traffic: 25 (year 2029), Design Load: HS 20, Features Intersected: CO DITCH # 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 97503, Location: IN NEW PRAGUE AT JCT TH1 (Lat: 44.543597, Lng: -93.584114), Route carried "on" structure: State highway 13, Year Built: 1995, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: CO DITCH # 62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 97503, Location: IN NEW PRAGUE AT JCT TH1 (Lat: 44.543597, Lng: -93.584114), Route carried "on" structure: State highway 13, Year Built: 1995, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: CO DITCH # 62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
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Structure Number: 97799, Location: 1.8 MI E OF JCT TH 13 (Lat: 44.515208, Lng: -93.547914), Route carried "on" structure: County highway 145, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 200 (year 2009), Average Future Daily Traffic: 200 (year 2039), Design Load: HS 25 or greater, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
Structure Number: 97799, Location: 1.8 MI E OF JCT TH 13 (Lat: 44.515208, Lng: -93.547914), Route carried "on" structure: County highway 145, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 200 (year 2009), Average Future Daily Traffic: 200 (year 2039), Design Load: HS 25 or greater, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
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Structure Number: L3044, Location: 0.8 MI S OF JCT CSAH 4 (Lat: 44.575664, Lng: -93.644783), Route carried "on" structure: County highway 61, Year Built: 1932, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 75 (year 2016), Average Future Daily Traffic: 75 (year 2039), Features Intersected: W BR RAVEN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: L3044, Location: 0.8 MI S OF JCT CSAH 4 (Lat: 44.575664, Lng: -93.644783), Route carried "on" structure: County highway 61, Year Built: 1932, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 75 (year 2016), Average Future Daily Traffic: 75 (year 2039), Features Intersected: W BR RAVEN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020