Bridge Statistics for Chamberlain, South Dakota (SD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 8061094,  Location: CHAMBERLAIN BRIDGE (Lat: 43.797053,  Lng: -99.346517),  Route carried "on" structure: Interstate 90,  Year Built: 1974,  Status: Open,  Structure Length: 61.90m (203.08ft),  Average Daily Traffic: 7,260 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 8,894 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MO. RV (FRANCIS CASE LK)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 423.724,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.0m (32.8ft), Horizontal Clearance: 74.0m (242.8ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>   Show street view

Structure Number: 8065095,  Location: CHAMBERLAIN INTERCHANGE (Lat: 43.794761,  Lng: -99.343006),  Route carried "on" structure: Interstate 90,  Year Built: 1974,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 7,260 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 8,894 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MAIN ST, SO DAK OWNED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 424.110,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

Find on map >>   Show street view

Structure Number: 8066095,  Location: CHAMBERLAIN INTERCH (Lat: 43.795356,  Lng: -99.342186),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1974,  Status: Open,  Structure Length: 8.36m (27.43ft),  Average Daily Traffic: 383 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 441 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MAIN ST, SO DAK OWNED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 424.722,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

Find on map >>   Show street view

Structure Number: 8068084,  Location: AT CHAMBERLAIN (Lat: 43.810511,  Lng: -99.334419),  Route carried "on" structure: Business Interstate 90,  Year Built: 1953,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 61.07m (200.36ft),  Average Daily Traffic: 1,652 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,895 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MO. RV (FRANCIS CASE LK)
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 424.642,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.0m (39.4ft), Horizontal Clearance: 101.0m (331.4ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 103.0m (337.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 61.08m (200.39ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $22,000,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $23,000,000,  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: 8069103,  Location: 0.9 SE CHAMB INTERCHANGE (Lat: 43.784442,  Lng: -99.333453),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1974,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 4 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I090
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 425.494,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>   Show street view

Structure Number: 8074081,  Location: 0.5 N JCT I 90 LOOP (Lat: 43.815367,  Lng: -99.327531),  Route carried "on" structure: State highway 50,  Year Built: 1999,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 3,306 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,288 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: AMERICAN CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 372.483,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 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: December 2021,  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: 8074087,  Location: 2.7 N I 90 INTERCH (Lat: 43.806622,  Lng: -99.323328),  Route carried "on" structure: State highway 50,  Year Built: 1952,  Status: Open,  Structure Length: 6.47m (21.23ft),  Average Daily Traffic: 4,707 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,105 (year 2041),  Design Load: H 20,  Features Intersected: SOUTH DAKOTA OWNED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 374.076,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $990,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,296,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 8080112,  Location: E CHAMBERLAIN INTERCHANGE (Lat: 43.770578,  Lng: -99.312361),  Route carried "on" structure: State highway 50,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 3,760 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,877 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I090
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 378.550,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 8084042,  Location: 5.4 N JCT I 90 LOOP (Lat: 43.872278,  Lng: -99.298911),  Route carried "on" structure: State highway 50,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 927 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,202 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BAD HAND CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 364.613,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 87.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019

Find on map >>   Show street view

Structure Number: 5016117,  Location: 1.9 W I 29 INTERCH (Lat: 43.601958,  Lng: -96.808528),  Route carried "on" structure: State highway 38,  Year Built: 1949,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 4,902 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,593 (year 2041),  Design Load: H 15,  Features Intersected: CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 585.560,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: September 2020

Find on map >>   Show street view

Structure Number: 5519536,  Location: 1.4 E JCT SD 123 (Lat: 45.412956,  Lng: -96.831917),  Route carried "on" structure: State highway 15,  Year Built: 1958,  Status: Open,  Structure Length: 4.62m (15.16ft),  Average Daily Traffic: 885 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,728 (year 2041),  Design Load: H 20,  Features Intersected: NORTH FORK WHETSTONE RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 317.588,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

Find on map >>   Show street view

Structure Number: 8065095,  Location: CHAMBERLAIN INTERCHANGE (Lat: 43.794761,  Lng: -99.343006),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,355 (year 2020),  Truck Traffic: 1%,  Features Intersected: MAIN ST, SO DAK OWNED RR,  Facility Carried by Structure: I090
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>   Show street view

Structure Number: 8066095,  Location: CHAMBERLAIN INTERCH (Lat: 43.795356,  Lng: -99.342186),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,355 (year 2020),  Truck Traffic: 1%,  Features Intersected: MAIN ST, SO DAK OWNED RR,  Facility Carried by Structure: I090 WB OFF RAMP
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 8069103,  Location: 0.9 SE CHAMB INTERCHANGE (Lat: 43.784442,  Lng: -99.333453),  Route carried "under" structure: Interstate 90,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,250 (year 2020),  Truck Traffic: 23%,  Features Intersected: I090
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 425.494,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Find on map >>   Show street view

Structure Number: 8080112,  Location: E CHAMBERLAIN INTERCHANGE (Lat: 43.770578,  Lng: -99.312361),  Route carried "under" structure: Interstate 90,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 7,260 (year 2020),  Truck Traffic: 23%,  Features Intersected: I090,  Facility Carried by Structure: SD050
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 427.860,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)