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Bridge Statistics for Sturgis, South Dakota (SD) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Sturgis, SD, South Dakota, South Dakota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 72 meters (236ft) Total costs: $1,451,000 Total average daily traffic: 121,882 Total average daily truck traffic: 11,456 National Bridge Inventory (NBI) Registered Bridges for Sturgis
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 47009426, Location: WEST EDGE OF STURGIS (Lat: 44.422450, Lng: -103.551800), Route carried "on" structure: City street 7711, Year Built: 2006, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 875 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,105 (year 2025), Design Load: HS 20+Mod, Features Intersected: TRIB TO BEAR BUTTE CK, Facility Carried by Structure: WHITEWOOD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2006 Find on map >>
Structure Number: 47014427, Location: WEST EDGE OF STURGIS (Lat: 44.419911, Lng: -103.542350), Route carried "on" structure: City street 6545, Year Built: 2006, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 875 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,105 (year 2025), Design Load: HS 20+Mod, Features Intersected: BEAR BUTTE CK, Facility Carried by Structure: WHITEWOOD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 47018428, Location: EXIT 30 US14A/SD34 INTERC (Lat: 44.418689, Lng: -103.531861), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 6,085 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 9,711 (year 2027), Design Load: HS 20+Mod, Features Intersected: US014A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.280, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $51,000, Total Project Cost: $718,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 4701843, Location: EXIT 30 US14A INTERCHANGE (Lat: 44.418581, Lng: -103.532231), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 6,085 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 9,711 (year 2027), Design Load: HS 20+Mod, Features Intersected: US014A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.280, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $52,000, Total Project Cost: $720,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 4701943, Location: 0.2 SE US 14A INTERCH (Lat: 44.416650, Lng: -103.529931), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 6,955 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 13,047 (year 2027), Design Load: HS 20+Mod, Features Intersected: DAKOTA, MINN & EASTERN R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.480, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.3 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 47019431, Location: 0.2 SE US 14A INTERCH (Lat: 44.416800, Lng: -103.530400), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 6,955 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 13,047 (year 2027), Design Load: HS 20+Mod, Features Intersected: DAKOTA, MINN & EASTERN R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.480, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.3 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 47024427, Location: 9TH ST - STURGIS (Lat: 44.419569, Lng: -103.521181), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 488 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 488 (year 2025), Design Load: HS 20, Features Intersected: BEAR BUTTE CK, Facility Carried by Structure: NINTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Serious, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000 ( Estimate for 2004), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 47024429, Location: 0.6 E I 90 INTERCH (Lat: 44.416369, Lng: -103.521531), Route carried "on" structure: State highway 34, Year Built: 1964, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 22,224 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 32,512 (year 2027), Design Load: HS 20, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.430, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Channel: Good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 47024438, Location: 0.9 NW STURGIS INTERCH (Lat: 44.403431, Lng: -103.520450), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 6,955 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 13,047 (year 2027), Design Load: HS 20+Mod, Features Intersected: COUNTY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.500, 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: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 47024439, Location: 0.9 NW STURGIS INTERCH (Lat: 44.403050, Lng: -103.520439), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 6,955 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 13,047 (year 2027), Design Load: HS 20+Mod, Features Intersected: COUNTY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.500, 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: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 47028443, Location: 0.3 NW STURGIS INTERCH (Lat: 44.397839, Lng: -103.512950), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 6,955 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 13,047 (year 2027), Design Load: HS 20+Mod, Features Intersected: DEADMAN GULCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.040, Lanes on 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: 5, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 47028444, Location: 0.3 NW STURGIS INTERCH (Lat: 44.397494, Lng: -103.512719), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 6,955 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 13,047 (year 2027), Design Load: HS 20+Mod, Features Intersected: DEADMAN GULCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.040, Lanes on 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: 5, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 47030429, Location: JUNCTION AVE - STURGIS (Lat: 44.417250, Lng: -103.509081), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 800 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 800 (year 2025), Design Load: HS 20+Mod, Features Intersected: BEAR BUTTE CK, Facility Carried by Structure: JUNCTION AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 47031438, Location: FULTON ST - STURGIS (Lat: 44.404111, Lng: -103.506139), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 50 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2025), Design Load: HS 20, Features Intersected: DEADMAN GULCH, Facility Carried by Structure: FULTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Excellent, Culverts: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006 Find on map >>
Structure Number: 47031439, Location: MARSHALL ST - STURGIS (Lat: 44.403311, Lng: -103.507800), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 50 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2025), Design Load: HS 20, Features Intersected: DEADMAN GULCH, Facility Carried by Structure: MARSHALL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006 Find on map >>
Structure Number: 47033449, Location: 0.5S EXIT 32 - STURGIS (Lat: 44.383300, Lng: -103.504161), Route carried "on" structure: City street , Year Built: 2005, Status: Not yet open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 1,500 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 1,900 (year 2025), Design Load: HS 20+Mod, Features Intersected: VANOCKER CK, Facility Carried by Structure: VANOCKER CANYON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Excellent, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006 Find on map >>
Structure Number: 47018428, Location: EXIT 30 US14A/SD34 INTERC (Lat: 44.418689, Lng: -103.531861), Route carried "under" structure: Alternate US 14, Year Built: 1963, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 20,500 (year 2007), Truck Traffic: 3%, Features Intersected: US014A, Facility Carried by Structure: I090 W Minimum Vertical Clearance: 0.62m (2.03ft), Kilometerpoint: 5.301, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.5m (47.6ft) Find on map >>
Structure Number: 4701843, Location: EXIT 30 US14A INTERCHANGE (Lat: 44.418581, Lng: -103.532231), Route carried "under" structure: Alternate US 14, Year Built: 1963, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 20,500 (year 2007), Truck Traffic: 3%, Features Intersected: US014A, Facility Carried by Structure: I090 E Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 5.298, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.5m (47.6ft) Find on map >>
Structure Number: 47024438, Location: 0.9 NW STURGIS INTERCH (Lat: 44.403431, Lng: -103.520450), Route carried "under" structure: County highway , Year Built: 1963, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 60 (year 2006), Features Intersected: COUNTY RD, Facility Carried by Structure: I090 W Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 47024439, Location: 0.9 NW STURGIS INTERCH (Lat: 44.403050, Lng: -103.520439), Route carried "under" structure: County highway , Year Built: 1963, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 60 (year 2006), Features Intersected: COUNTY RD, Facility Carried by Structure: I090 E 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: 12.2m (40.0ft) Discuss this city on our hugely popular South Dakota forum Back to: Sturgis, SD, South Dakota, All US cities.
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