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Bridge Statistics for Sioux Falls, South Dakota (SD) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Sioux Falls, SD, South Dakota, South Dakota forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 148
Total length: 1,128 meters (3,701ft) Total costs: $29,048,000 Total average daily traffic: 2,309,673 Total average daily truck traffic: 182,448 National Bridge Inventory (NBI) Registered Bridges for Sioux Falls
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 42066006, Location: I 29 & I 229 INTERCHANGE (Lat: 43.491250, Lng: -96.793369), Route carried "on" structure: Interstate 29, Year Built: 1958, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 17,310 (year 2011), Truck Traffic: 19%, Average Future Daily Traffic: 19,993 (year 2031), Design Load: HS 20+Mod, Features Intersected: I229 S & I029 S OFF RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.500, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.58m (37.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $100,000, Total Project Cost: $900,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 42067006, Location: I 29 & I 229 INTERCHANGE (Lat: 43.491350, Lng: -96.793039), Route carried "on" structure: Interstate 29, Year Built: 1958, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 17,310 (year 2011), Truck Traffic: 19%, Average Future Daily Traffic: 19,993 (year 2031), Design Load: HS 20+Mod, Features Intersected: I229 S & I029 S OFF RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.500, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Bridge Improvement Cost: $1,500,000, Roadway Improvement Cost: $500,000, Total Project Cost: $2,200,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 42079004, Location: LOUISE AVE INTERCHANGE (Lat: 43.495944, Lng: -96.769611), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 8.24m (27.03ft), Average Daily Traffic: 24,586 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 24,586 (year 2030), Design Load: HS 20+Mod, Features Intersected: I229, Facility Carried by Structure: S LOUISE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 26.4m (86.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 63.5 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 42090004, Location: WESTERN-N RALPH ROGERS-SF (Lat: 43.496319, Lng: -96.747461), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 6,300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 9,070 (year 2029), Features Intersected: CK, Facility Carried by Structure: WESTERN (473) AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 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, 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 2008 Find on map >> Show street view
Structure Number: 42090014, Location: WESTERN- N. BLACKROCK -SF (Lat: 43.483581, Lng: -96.747319), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2029), Features Intersected: DRAINAGE CHANNEL, Facility Carried by Structure: WESTERN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, 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: 1, Length of Maximum Span: 6.3m (20.7ft) Condition: Channel: Very good, Culverts: Very good, 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 2008 Find on map >> Show street view
Structure Number: 4211501, Location: 0.5 E CLIFF AVE-SF (Lat: 43.489469, Lng: -96.697350), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 1,350 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 2,440 (year 2030), Features Intersected: BNSF RAILROAD, Facility Carried by Structure: 69TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.8m (94.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 42116001, Location: 0.4 W OF SW AVE-SF (Lat: 43.998850, Lng: -96.696111), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 13,400 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 24,215 (year 2030), Design Load: HS 20, Features Intersected: BNSF RAILROAD, Facility Carried by Structure: 57TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 50154211, Location: JCT DISCOVERY&BROWNING SF (Lat: 43.542800, Lng: -96.822300), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2029), Features Intersected: DRAINAGE CHANNEL, Facility Carried by Structure: DISCOVERY&BROWNING Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft) Condition: Channel: Excellent, Culverts: Very good, 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 2008 Find on map >> Show street view
Structure Number: 5015521, Location: 12TH ST - W. SERTOMA - SF (Lat: 43.543861, Lng: -96.820939), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8,892 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 11,370 (year 2029), Design Load: HS 20+Mod, Features Intersected: CK, Facility Carried by Structure: OLD SD042 (W 12TH) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Very good, Culverts: Good, 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: July 2009 Find on map >> Show street view
Structure Number: 50158212, Location: SERTOMA AVE S OF 12TH -SF (Lat: 43.542661, Lng: -96.814831), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 2009), Average Future Daily Traffic: 30 (year 2029), Design Load: HS 20+Mod, Features Intersected: CHERRY CK, Facility Carried by Structure: SERTOMA AVENUE 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft) Condition: Channel: Very 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2009 Find on map >> Show street view
Structure Number: 5016121, Location: 12TH ST - W. LAMESA - SF (Lat: 43.543881, Lng: -96.808281), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 8,892 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 11,370 (year 2029), Design Load: HS 20+Mod, Features Intersected: SKUNK CK, Facility Carried by Structure: W 12TH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50170188, Location: MARION RD N OF MAPLE -SF (Lat: 43.570000, Lng: -96.790919), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2029), Features Intersected: CK, Facility Carried by Structure: NORTH MARION ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Critical, Superstructure: Fair, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 11, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $100,000, Total Project Cost: $500,000 ( Estimate for 2011), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >> Show street view
Structure Number: 50170218, Location: MARION RD N SILVER VLY SF (Lat: 43.534169, Lng: -96.790981), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 7.70m (25.26ft), Average Daily Traffic: 15,400 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 22,160 (year 2029), Design Load: HS 20+Mod, Features Intersected: SKUNK CK, Facility Carried by Structure: MARION RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.1m (10.2ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5017224, Location: INTERSECTION 57TH & I029 (Lat: 43.500278, Lng: -96.787683), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 19,400 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 21,000 (year 2030), Design Load: HS 25, Features Intersected: I029, Facility Carried by Structure: W 57TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 92.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50173235, Location: 0.5 SW 41ST INTERCH (Lat: 43.507589, Lng: -96.782789), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 11,280 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 14,505 (year 2030), Design Load: HS 20+Mod, Features Intersected: I029, Facility Carried by Structure: W 49TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50174222, Location: .1 W OF I29-26TH ST.INTER (Lat: 43.527561, Lng: -96.782350), Route carried "on" structure: Interstate 29, Year Built: 1996, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 8,300 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 8,300 (year 2030), Design Load: HS 20+Mod, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.120, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft) 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 48 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 50175207, Location: 0.3 N 12TH ST INTERCH (Lat: 43.547897, Lng: -96.780578), Route carried "on" structure: Interstate 29, Year Built: 2004, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 22,240 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 25,687 (year 2031), Design Load: HS 25, Features Intersected: ELLIS AND EASTERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.540, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.3m (86.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
Structure Number: 5017521, Location: EXIT 79 (Lat: 43.544450, Lng: -96.780461), Route carried "on" structure: Interstate 29, Year Built: 2006, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 25,480 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 29,429 (year 2031), Design Load: HS 25, Features Intersected: W 12TH ST (OLD SD042) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.260, Lanes on structure: 3, Lanes under structure: 30, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.2m (190.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 98.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.1 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50175219, Location: 0.3 N 26TH ST INTERCH (Lat: 43.531175, Lng: -96.780656), Route carried "on" structure: Interstate 29, Year Built: 1989, Year Reconstructed: 1996, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 25,480 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 29,429 (year 2031), Design Load: HS 20+Mod, Features Intersected: SKUNK CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.380, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50175222, Location: 26TH ST INTERCHANGE (Lat: 43.527089, Lng: -96.780000), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 8.21m (26.94ft), Average Daily Traffic: 20,500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 20,500 (year 2030), Design Load: HS 25, Features Intersected: I029, Facility Carried by Structure: 26TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.7m (133.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5017523, Location: 41ST INTERCHANGE (Lat: 43.514781, Lng: -96.779789), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 31,921 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 31,921 (year 2030), Design Load: HS 20+Mod, Features Intersected: I029, Facility Carried by Structure: 41ST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.8m (94.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50176175, Location: CAREER AV S OF 60 ST N SF (Lat: 43.595389, Lng: -96.779500), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 1,328 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 2,036 (year 2029), Design Load: HS 20+Mod, Features Intersected: SKUNK CK TRIB, Facility Carried by Structure: CAREER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) 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 48 months, Inspection Date: October 2009 Find on map >> Show street view
Structure Number: 50176207, Location: 0.3 N 12TH ST INTERCH (Lat: 43.547761, Lng: -96.779911), Route carried "on" structure: Interstate 29, Year Built: 2004, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 22,240 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 25,687 (year 2031), Design Load: HS 25, Features Intersected: ELLIS AND EASTERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.540, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.3m (86.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
Structure Number: 5017621, Location: EXIT 79 (Lat: 43.544389, Lng: -96.780081), Route carried "on" structure: Interstate 29, Year Built: 2006, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 25,480 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 29,429 (year 2031), Design Load: HS 25, Features Intersected: W 12TH ST (OLD SD042) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.260, Lanes on structure: 3, Lanes under structure: 30, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.2m (190.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 98.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.1 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50176219, Location: 0.3 N 26TH ST INTERCH (Lat: 43.531047, Lng: -96.780289), Route carried "on" structure: Interstate 29, Year Built: 1989, Year Reconstructed: 1996, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 25,480 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 29,429 (year 2031), Design Load: HS 20+Mod, Features Intersected: SKUNK CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.380, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50177199, Location: 1 N 12TH ST INTERCHANGE (Lat: 43.559361, Lng: -96.779581), Route carried "on" structure: Interstate 29, Year Built: 2004, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 22,240 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 25,687 (year 2031), Design Load: HS 25, Features Intersected: W MADISON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.290, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.2m (190.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 63.8 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5017817, Location: 60TH ST N W OF I-29 - SF (Lat: 43.601781, Lng: -96.774900), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 6,700 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 9,126 (year 2029), Design Load: HS 20+Mod, Features Intersected: CK, Facility Carried by Structure: OLD SD038, SER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) 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 48 months, Inspection Date: September 11 Find on map >> Show street view
Structure Number: 50178191, Location: RUSSEL STR INTERCH (Lat: 43.572861, Lng: -96.774161), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 7.03m (23.06ft), Average Daily Traffic: 17,600 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 17,600 (year 2030), Design Load: HS 25, Features Intersected: I029, Facility Carried by Structure: W MAPLE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 37.4m (122.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50178199, Location: 1 N 12TH ST INTERCHANGE (Lat: 43.559331, Lng: -96.779219), Route carried "on" structure: Interstate 29, Year Built: 2004, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 22,240 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 25,687 (year 2031), Design Load: HS 25, Features Intersected: W MADISON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.290, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.2m (190.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 63.8 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50180166, Location: 0.1 S I 90 INTERCH (Lat: 43.608853, Lng: -96.771019), Route carried "on" structure: Interstate 29, Year Built: 2000, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 15,460 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 17,856 (year 2031), Design Load: HS 25, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.860, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 10 Find on map >> Show street view
Structure Number: 5018017, Location: W 60TH ST N INTERCHANGE (Lat: 43.601825, Lng: -96.770583), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 12,200 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 14,514 (year 2030), Design Load: HS 20+Mod, Features Intersected: I029, Facility Carried by Structure: W 60TH ST N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.4m (86.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5018018, Location: BENSON RD INTERCHANGE (Lat: 43.587789, Lng: -96.771289), Route carried "on" structure: Interstate 29, Year Built: 2003, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 19,005 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 21,951 (year 2031), Design Load: HS 25, Features Intersected: W BENSON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.410, Lanes on structure: 3, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 62.2m (204.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5018021, Location: 12TH ST E. OF LIONS - SF (Lat: 43.543931, Lng: -96.770303), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 37,270 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 47,132 (year 2029), Design Load: HS 25, Features Intersected: BIG SIOUX RV, Facility Carried by Structure: OLD SD042 (W 12TH) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 34.5m (113.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5018118, Location: BENSON RD INTERCHANGE (Lat: 43.587556, Lng: -96.770906), Route carried "on" structure: Interstate 29, Year Built: 2002, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 19,005 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 21,951 (year 2031), Design Load: HS 25, Features Intersected: W BENSON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.410, Lanes on structure: 3, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 62.2m (204.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 501822, Location: MADISON ST E OF LOUISE SF (Lat: 43.558411, Lng: -96.766850), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 2,783 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 2,783 (year 2029), Design Load: HS 20+Mod, Features Intersected: BIG SIOUX RV, Facility Carried by Structure: CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50183195, Location: RUSSELL WBL- W KIWANIS-SF (Lat: 43.565781, Lng: -96.765261), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 1978, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 8,640 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 8,844 (year 2029), Design Load: HS 20, Features Intersected: BIG SIOUX RV, Facility Carried by Structure: RUSSELL ST (SD38W) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50183196, Location: RUSSELL EBL- W KIWANIS-SF (Lat: 43.565569, Lng: -96.765131), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 1978, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 8,640 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 8,844 (year 2029), Design Load: HS 20, Features Intersected: BIG SIOUX RV, Facility Carried by Structure: RUSSELL ST (SD38E) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5018323, Location: 41ST E OF WESTPORT AV -SF (Lat: 43.515019, Lng: -96.766631), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 28,160 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 28,160 (year 2029), Features Intersected: BIG SIOUX RV, Facility Carried by Structure: 41ST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.9m (94.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5018324, Location: 57TH ST- E. OXBOW AV - SF (Lat: 43.500361, Lng: -96.762461), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 12,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 17,990 (year 2029), Features Intersected: DIVERSION CHANNEL W WEIR, Facility Carried by Structure: 57TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Very good, Culverts: Very good, 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 2008 Find on map >> Show street view
Structure Number: 50186235, Location: 49TH ST-W OF KIWANIS - SF (Lat: 43.508181, Lng: -96.759281), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 7.85m (25.75ft), Average Daily Traffic: 18,174 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 24,319 (year 2029), Design Load: HS 20+Mod, Features Intersected: BIG SIOUX RV, Facility Carried by Structure: 49TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $2,478,000, Roadway Improvement Cost: $30,000, Total Project Cost: $2,508,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5018724, Location: 0.4 SW WESTERN AV INTERCH (Lat: 43.500450, Lng: -96.756681), Route carried "on" structure: Interstate 229, Year Built: 1995, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 33,990 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 39,258 (year 2031), Design Load: HS 20+Mod, Features Intersected: W 57TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.660, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 26 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.4m (86.6ft) Condition: Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 25.30m (83.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $3,000,000, Roadway Improvement Cost: $500,000, Total Project Cost: $4,000,000 ( Estimate for 2005) Find on map >> Show street view
Structure Number: 50188239, Location: 0.2 SW WESTERN AV INTERCH (Lat: 43.501947, Lng: -96.753150), Route carried "on" structure: Interstate 229, Year Built: 1994, Status: Open, Structure Length: 14.23m (46.69ft), Average Daily Traffic: 16,995 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 19,629 (year 2031), Design Load: HS 20+Mod, Features Intersected: BIG SIOUX RV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.880, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50189239, Location: 0.2 SW WESTERN AV INTERCH (Lat: 43.501850, Lng: -96.752678), Route carried "on" structure: Interstate 229, Year Built: 1995, Status: Open, Structure Length: 14.23m (46.69ft), Average Daily Traffic: 16,995 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 19,629 (year 2031), Design Load: HS 20+Mod, Features Intersected: BIG SIOUX RV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.880, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5018924, Location: 57TH-E OLD YANKTON RD- SF (Lat: 43.500381, Lng: -96.752311), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 12,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 17,990 (year 2029), Features Intersected: DRAINAGE CHANNEL, Facility Carried by Structure: 57TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Very good, 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 2008 Find on map >> Show street view
Structure Number: 50191238, Location: WESTERN AVE INTERCHANGE (Lat: 43.503639, Lng: -96.749261), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 20,600 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 20,600 (year 2030), Design Load: HS 20+Mod, Features Intersected: I229, Facility Carried by Structure: WESTERN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.6m (123.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 30.0m (98.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 50191239, Location: 0.1 S I 229 INTERCH (Lat: 43.502050, Lng: -96.748639), Route carried "on" structure: Interstate 229, Year Built: 1995, Status: Open, Structure Length: 10.83m (35.53ft), Average Daily Traffic: 17,000 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 17,000 (year 2030), Design Load: HS 20+Mod, Features Intersected: BIG SIOUX RV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.2m (92.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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