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Bridge Statistics for Columbus, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Columbus, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 81 meters (266ft) Total average daily traffic: 115,954 Total average daily truck traffic: 10,617 National Bridge Inventory (NBI) Registered Bridges for Columbus
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Find on map >>
Structure Number: B110075, Location: 1.5M W JCT STH 73 (Lat: 43.326019, Lng: -89.045489), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 10.23m (33.56ft), Average Daily Traffic: 670 (year 2005), Average Future Daily Traffic: 737 (year 2026), Design Load: H 20, Features Intersected: USH 151, Facility Carried by Structure: CTH K WESTERN AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.4m (168.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B110076, Location: 1.3M N JCT CTH K (Lat: 43.341706, Lng: -89.041261), Route carried "on" structure: US 151, Year Built: 1991, Status: Open, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 15,200 (year 2025), Design Load: HS 20, Features Intersected: LRD MAPLE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.7m (87.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: June 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: B110077, Location: 1.9M N JCT CTH K (Lat: 43.347097, Lng: -89.034317), Route carried "on" structure: US 151, Year Built: 1991, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 15,200 (year 2026), Design Load: HS 20, Features Intersected: STH 16-STH 60 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: March 2007, 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: B110078, Location: 4.4M S JCT CTH S (Lat: 43.347719, Lng: -89.034322), Route carried "on" structure: US 151, Year Built: 1976, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 15,200 (year 2027), Design Load: HS 20, Features Intersected: STH 16-STH 60 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B110079, Location: 0.8M N JCT STH 16 TO E (Lat: 43.351606, Lng: -89.028150), Route carried "on" structure: US 151, Year Built: 1991, Status: Open, Structure Length: 5.04m (16.54ft), Average Daily Traffic: 8,600 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 15,200 (year 2026), Design Load: HS 20, Features Intersected: SOO LINE RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, 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: B110083, Location: 0.8M S JCT STH 16 TO E (Lat: 43.342092, Lng: -89.041639), Route carried "on" structure: US 151, Year Built: 1976, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 9,100 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 15,200 (year 2026), Design Load: HS 20, Features Intersected: LRD MAPLE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B110084, Location: 1.4M N JCT STH 73 TO N (Lat: 43.339531, Lng: -89.042911), Route carried "on" structure: US 151, Year Built: 1975, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 17,200 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 20,440 (year 2023), Design Load: HS 20, Features Intersected: ROBBINS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B110085, Location: 3.0M E JCT CTH D (Lat: 43.346389, Lng: -89.032594), Route carried "on" structure: State highway 16, Year Built: 1975, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 10,400 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 10,170 (year 2023), Design Load: HS 20, Features Intersected: ROBBINS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B110134, Location: CITY OF COLUMBUS, Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 1,100 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 (year 2025), Design Load: HS 20, Features Intersected: CENTRAL PACIFIC RR, Facility Carried by Structure: LRD LEWIS ST
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: B110135, Location: 0.3M E JCT STH 73 TO S (Lat: 43.335000, Lng: -89.006667), Route carried "on" structure: State highway 16, Year Built: 2005, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 9,400 (year 2025), Design Load: HS 20, Features Intersected: CRAWFISH RIVER 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 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: B110141, Location: 0.3M N JCT STH 16 (Lat: 43.341667, Lng: -89.010000), Route carried "on" structure: Business US 151, Year Built: 2007, Status: Open, Structure Length: 3.33m (10.93ft), Average Daily Traffic: 4,900 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,800 (year 2026), Design Load: HS 25, Features Intersected: CRAWFISH RIVER, Facility Carried by Structure: USH STH 73-USH B15 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.8m (55.1ft) Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: B110075, Location: 0.5M N JCT STH 73 (S) (Lat: 43.326019, Lng: -89.045489), Route carried "under" structure: US 151, Year Built: 1976, Structure Length: 10.23m (33.56ft), Average Daily Traffic: 15,200 (year 2005), Truck Traffic: 8%, Features Intersected: USH 151, Facility Carried by Structure: CTH K WESTERN AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.4m (168.6ft) Find on map >>
Structure Number: B110076, Location: 1.1M W JCT STH 16 (Lat: 43.341706, Lng: -89.041261), Route carried "under" structure: City street , Year Built: 1991, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 1,900 (year 2005), Features Intersected: LRD MAPLE AVE, Facility Carried by Structure: USH 151 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.7m (87.6ft) Find on map >>
Structure Number: B110077, Location: 2.9M E JCT CTH D (Lat: 43.347097, Lng: -89.034317), Route carried "under" structure: State highway 16, Year Built: 1991, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 7,620 (year 2005), Truck Traffic: 5%, Features Intersected: STH 16-STH 60, Facility Carried by Structure: USH 151 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.0m (88.6ft) Find on map >>
Structure Number: B110078, Location: 2.8M E JCT CTH D (Lat: 43.347719, Lng: -89.034322), Route carried "under" structure: State highway 16, Year Built: 1976, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 10,364 (year 2006), Truck Traffic: 5%, Features Intersected: STH 16-STH 60, Facility Carried by Structure: USH 151 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.0m (88.6ft) Find on map >>
Structure Number: B110083, Location: 1.2M W JCT STH 16 (Lat: 43.342092, Lng: -89.041639), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 1,900 (year 2005), Truck Traffic: 9%, Features Intersected: LRD MAPLE AVE, Facility Carried by Structure: USH 151 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.7m (87.6ft) Discuss this city on our hugely popular Wisconsin forum Back to: Columbus, WI, Wisconsin, All US cities.
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