Bridge Statistics for Colman, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 105ft / 31.5mTotal length
- $1,297,000Total costs
- 67,450Total average daily traffic
- 12,143Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Colman
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11950-1959
- 141960-1969
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 44.4%Good
- 33.3%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 33.3%Good
- 44.4%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 55.6%Good
- 22.2%Satisfactory
- 22.2%Poor
- Bridge Condition - Channel
- 33.3%Very good
- 50.0%Good
- 16.7%Satisfactory
- Bridge Condition - Culverts
- 50.0%Very good
- 25.0%Good
- 25.0%Fair
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Structure Number: 5101415, Location: 1.4 E LAKE CO LINE (Lat: 43.978917, Lng: -96.860264), Route carried "on" structure: State highway 34, Year Built: 1993, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 2,984 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 3,802 (year 2041), Design Load: HS 20+Mod, Features Intersected: BACHELOR CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 646.119, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018
Structure Number: 5101415, Location: 1.4 E LAKE CO LINE (Lat: 43.978917, Lng: -96.860264), Route carried "on" structure: State highway 34, Year Built: 1993, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 2,984 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 3,802 (year 2041), Design Load: HS 20+Mod, Features Intersected: BACHELOR CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 646.119, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018
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Structure Number: 51020159, Location: 0.9S & 2.0W of Colman (Lat: 43.964747, Lng: -96.848944), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 35 (year 2032), Design Load: HS 20+Mod, Features Intersected: Bull Ditch, Facility Carried by Structure: 468th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Structure Number: 51020159, Location: 0.9S & 2.0W of Colman (Lat: 43.964747, Lng: -96.848944), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 35 (year 2032), Design Load: HS 20+Mod, Features Intersected: Bull Ditch, Facility Carried by Structure: 468th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
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Structure Number: 5103917, Location: 2.0S & 0.1W of Colman (Lat: 43.950022, Lng: -96.809875), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20+Mod, Features Intersected: Bachelor Creek, Facility Carried by Structure: 237th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Structure Number: 5103917, Location: 2.0S & 0.1W of Colman (Lat: 43.950022, Lng: -96.809875), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20+Mod, Features Intersected: Bachelor Creek, Facility Carried by Structure: 237th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
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Structure Number: 51050105, Location: 1E & 4.6N of Colman (Lat: 44.045569, Lng: -96.788736), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1938, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 330 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 330 (year 2032), Design Load: H 15, Features Intersected: Trib. to Jack Moore Crk, Facility Carried by Structure: 471st Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 51050105, Location: 1E & 4.6N of Colman (Lat: 44.045569, Lng: -96.788736), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1938, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 330 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 330 (year 2032), Design Load: H 15, Features Intersected: Trib. to Jack Moore Crk, Facility Carried by Structure: 471st Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 51050181, Location: 1E & 3.1S of Colman (Lat: 43.933967, Lng: -96.788875), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: Bachelor Creek, Facility Carried by Structure: 471st Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $581,000, Roadway Improvement Cost: $30,000, Total Project Cost: $611,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 51050181, Location: 1E & 3.1S of Colman (Lat: 43.933967, Lng: -96.788875), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: Bachelor Creek, Facility Carried by Structure: 471st Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $581,000, Roadway Improvement Cost: $30,000, Total Project Cost: $611,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5106512, Location: 3 N SD 34 INTERCH (Lat: 44.022450, Lng: -96.759314), Route carried "on" structure: Interstate 29, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,280 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 11,022 (year 2041), Design Load: HS 20+Mod, Features Intersected: 232 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.582, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
Structure Number: 5106512, Location: 3 N SD 34 INTERCH (Lat: 44.022450, Lng: -96.759314), Route carried "on" structure: Interstate 29, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,280 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 11,022 (year 2041), Design Load: HS 20+Mod, Features Intersected: 232 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.582, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 5106513, Location: 2 N SD 34 INTERCH (Lat: 44.007983, Lng: -96.759114), Route carried "on" structure: Interstate 29, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,280 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 11,022 (year 2041), Design Load: HS 20+Mod, Features Intersected: 233 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.989, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
Structure Number: 5106513, Location: 2 N SD 34 INTERCH (Lat: 44.007983, Lng: -96.759114), Route carried "on" structure: Interstate 29, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,280 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 11,022 (year 2041), Design Load: HS 20+Mod, Features Intersected: 233 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.989, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 5106515, Location: SD 34 INTERCHANGE (Lat: 43.978936, Lng: -96.758069), Route carried "on" structure: State highway 34, Year Built: 1963, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 1,881 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 2,396 (year 2041), Design Load: HS 20, Features Intersected: I029
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 654.295, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 5106515, Location: SD 34 INTERCHANGE (Lat: 43.978936, Lng: -96.758069), Route carried "on" structure: State highway 34, Year Built: 1963, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 1,881 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 2,396 (year 2041), Design Load: HS 20, Features Intersected: I029
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 654.295, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 5106518, Location: 3 S SD 34 INTERCH (Lat: 43.935494, Lng: -96.758819), Route carried "on" structure: Interstate 29, Year Built: 1963, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 9,845 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14,905 (year 2041), Design Load: HS 20+Mod, Features Intersected: 238 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.926, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 5106518, Location: 3 S SD 34 INTERCH (Lat: 43.935494, Lng: -96.758819), Route carried "on" structure: Interstate 29, Year Built: 1963, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 9,845 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14,905 (year 2041), Design Load: HS 20+Mod, Features Intersected: 238 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.926, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 5106612, Location: 3 N SD 34 INTERCH (Lat: 44.022447, Lng: -96.758972), Route carried "on" structure: Interstate 29, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,280 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 11,022 (year 2041), Design Load: HS 20+Mod, Features Intersected: 232 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.582, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
Structure Number: 5106612, Location: 3 N SD 34 INTERCH (Lat: 44.022447, Lng: -96.758972), Route carried "on" structure: Interstate 29, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,280 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 11,022 (year 2041), Design Load: HS 20+Mod, Features Intersected: 232 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.582, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 5106613, Location: 2 N SD 34 INTERCH (Lat: 44.007986, Lng: -96.758758), Route carried "on" structure: Interstate 29, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,280 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 11,022 (year 2041), Design Load: HS 20+Mod, Features Intersected: 233 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.989, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
Structure Number: 5106613, Location: 2 N SD 34 INTERCH (Lat: 44.007986, Lng: -96.758758), Route carried "on" structure: Interstate 29, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,280 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 11,022 (year 2041), Design Load: HS 20+Mod, Features Intersected: 233 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.989, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 5106618, Location: 3 S SD 34 INTERCH (Lat: 43.935494, Lng: -96.758436), Route carried "on" structure: Interstate 29, Year Built: 1963, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 9,845 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14,905 (year 2041), Design Load: HS 20+Mod, Features Intersected: 238 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.926, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 5106618, Location: 3 S SD 34 INTERCH (Lat: 43.935494, Lng: -96.758436), Route carried "on" structure: Interstate 29, Year Built: 1963, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 9,845 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14,905 (year 2041), Design Load: HS 20+Mod, Features Intersected: 238 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.926, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 5106711, Location: 2.0N & 5.3W of Egan (Lat: 44.036936, Lng: -96.752503), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 10 (year 2039), Features Intersected: Trib. to Jack Moore Crk, Facility Carried by Structure: 231st Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 14.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 10.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $30,000, Total Project Cost: $686,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 5106711, Location: 2.0N & 5.3W of Egan (Lat: 44.036936, Lng: -96.752503), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 10 (year 2039), Features Intersected: Trib. to Jack Moore Crk, Facility Carried by Structure: 231st Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 14.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 10.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $30,000, Total Project Cost: $686,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 5106512, Location: 3 N SD 34 INTERCH (Lat: 44.022450, Lng: -96.759314), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 232 ST, Facility Carried by Structure: I029 S
Minimum Vertical Clearance: 4.14m (13.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.5m (27.9ft)
Structure Number: 5106512, Location: 3 N SD 34 INTERCH (Lat: 44.022450, Lng: -96.759314), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 232 ST, Facility Carried by Structure: I029 S
Minimum Vertical Clearance: 4.14m (13.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.5m (27.9ft)
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Structure Number: 5106513, Location: 2 N SD 34 INTERCH (Lat: 44.007983, Lng: -96.759114), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 233 ST, Facility Carried by Structure: I029 S
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.5m (27.9ft)
Structure Number: 5106513, Location: 2 N SD 34 INTERCH (Lat: 44.007983, Lng: -96.759114), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 233 ST, Facility Carried by Structure: I029 S
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.5m (27.9ft)
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Structure Number: 5106515, Location: SD 34 INTERCHANGE (Lat: 43.978936, Lng: -96.758069), Route carried "under" structure: Interstate 29, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,960 (year 2020), Truck Traffic: 18%, Features Intersected: I029, Facility Carried by Structure: SD034
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 176.754, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 5106515, Location: SD 34 INTERCHANGE (Lat: 43.978936, Lng: -96.758069), Route carried "under" structure: Interstate 29, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,960 (year 2020), Truck Traffic: 18%, Features Intersected: I029, Facility Carried by Structure: SD034
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 176.754, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 5106518, Location: 3 S SD 34 INTERCH (Lat: 43.935494, Lng: -96.758819), Route carried "under" structure: County highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 70 (year 2020), Features Intersected: 238 ST, Facility Carried by Structure: I029 S
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 5106518, Location: 3 S SD 34 INTERCH (Lat: 43.935494, Lng: -96.758819), Route carried "under" structure: County highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 70 (year 2020), Features Intersected: 238 ST, Facility Carried by Structure: I029 S
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft)
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Structure Number: 5106612, Location: 3 N SD 34 INTERCH (Lat: 44.022447, Lng: -96.758972), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 232 ST, Facility Carried by Structure: I029 N
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.5m (27.9ft)
Structure Number: 5106612, Location: 3 N SD 34 INTERCH (Lat: 44.022447, Lng: -96.758972), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 232 ST, Facility Carried by Structure: I029 N
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.5m (27.9ft)
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Structure Number: 5106613, Location: 2 N SD 34 INTERCH (Lat: 44.007986, Lng: -96.758758), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 233 ST, Facility Carried by Structure: I029 N
Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.5m (27.9ft)
Structure Number: 5106613, Location: 2 N SD 34 INTERCH (Lat: 44.007986, Lng: -96.758758), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: 233 ST, Facility Carried by Structure: I029 N
Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.5m (27.9ft)
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Structure Number: 5106618, Location: 3 S SD 34 INTERCH (Lat: 43.935494, Lng: -96.758436), Route carried "under" structure: County highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 70 (year 2020), Features Intersected: 238 ST, Facility Carried by Structure: I029 N
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 5106618, Location: 3 S SD 34 INTERCH (Lat: 43.935494, Lng: -96.758436), Route carried "under" structure: County highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 70 (year 2020), Features Intersected: 238 ST, Facility Carried by Structure: I029 N
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft)