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Bridge Statistics for Moundville, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Moundville, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 73 meters (240ft) Total average daily traffic: 141,670 Total average daily truck traffic: 15,486 National Bridge Inventory (NBI) Registered Bridges for Moundville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B390006, Location: 1.8M S JCT CTH O (Lat: 43.644667, Lng: -89.470117), Route carried "on" structure: Interstate 39, Year Built: 1959, Year Reconstructed: 2004, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 8,130 (year 2005), Truck Traffic: 18%, Average Future Daily Traffic: 10,935 (year 2023), Design Load: HS 20, Features Intersected: NEENAH CREEK 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: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.3 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B390012, Location: 0.4M S JCT USH 51 (Lat: 43.644558, Lng: -89.468239), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,150 (year 2005), Average Future Daily Traffic: 1,150 (year 2025), Design Load: H 20, Features Intersected: NEENAH CREEK, Facility Carried by Structure: CTH CX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B390015, Location: 4.8M N JCT STH 78 TO S (Lat: 43.644542, Lng: -89.469508), Route carried "on" structure: Interstate 39, Year Built: 1984, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 8,230 (year 2005), Truck Traffic: 18%, Average Future Daily Traffic: 14,100 (year 2025), Design Load: HS 20, Features Intersected: NEENAH CREEK 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: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), 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: 58.3 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, Waterway Adequacy: Equal to present desirable criteria, 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: B390016, Location: AT JCT USH 51 (Lat: 43.649742, Lng: -89.470644), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 280 (year 2004), Average Future Daily Traffic: 280 (year 2025), Design Load: HS 20, Features Intersected: IH USH 51-IH 39, Facility Carried by Structure: LRD GROUSE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.9m (124.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 61.6 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: 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: 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: B390017, Location: 6.7M N JCT STH 78 TO S (Lat: 43.671344, Lng: -89.469719), Route carried "on" structure: Interstate 39, Year Built: 1983, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 15,000 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 14,100 (year 2025), Design Load: HS 20, Features Intersected: CTH O 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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.6m (54.5ft), 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: Good, Substructure: Very good, Operating Rating: 59.9 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B390018, Location: 2.0M S JCT STH 23 (Lat: 43.671675, Lng: -89.470225), Route carried "on" structure: Interstate 39, Year Built: 1983, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 15,000 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 14,100 (year 2025), Design Load: HS 20, Features Intersected: CTH O 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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.6m (54.5ft), 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: Good, Substructure: Very good, Operating Rating: 59.9 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B390019, Location: 2.0M N JCT CTH O (Lat: 43.700942, Lng: -89.471047), Route carried "on" structure: Interstate 39, Year Built: 1984, Status: Open, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 7,600 (year 2005), Truck Traffic: 18%, Average Future Daily Traffic: 14,100 (year 2025), Design Load: HS 20, Features Intersected: STH 23 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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), 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: Good, Operating Rating: 56.7 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: Better than 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: 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: B39002, Location: 4.2M S JCT CTH D (Lat: 43.701425, Lng: -89.471650), Route carried "on" structure: Interstate 39, Year Built: 1984, Status: Open, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 7,600 (year 2005), Truck Traffic: 18%, Average Future Daily Traffic: 14,100 (year 2025), Design Load: HS 20, Features Intersected: STH 23 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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), 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: Good, Operating Rating: 56.7 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: Better than 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: 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: B390021, Location: 1.3M N JCT STH 23 TO W (Lat: 43.718489, Lng: -89.476936), Route carried "on" structure: Interstate 39, Year Built: 1984, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 11,200 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 14,100 (year 2025), Design Load: HS 20, Features Intersected: CTH CX 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: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), 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: Good, Substructure: Very good, Operating Rating: 55.1 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: 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: 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: B390022, Location: 2.9M S JCT CTH D (Lat: 43.718814, Lng: -89.477675), Route carried "on" structure: Interstate 39, Year Built: 1984, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 11,200 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 14,100 (year 2025), Design Load: HS 20, Features Intersected: CTH CX 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: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), 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: Good, Substructure: Very good, Operating Rating: 55.1 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: 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: 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: B390016, Location: 5.2M N JCT STH 78 TO S (Lat: 43.649742, Lng: -89.470644), Route carried "under" structure: Interstate 39, Year Built: 1984, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 280 (year 2004), Truck Traffic: 18%, Features Intersected: IH USH 51-IH 39, Facility Carried by Structure: LRD GROUSE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.9m (124.3ft) Find on map >>
Structure Number: B390017, Location: 4.7M E JCT STH 23 TO W (Lat: 43.671344, Lng: -89.469719), Route carried "under" structure: County highway , Year Built: 1983, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 15,000 (year 2004), Features Intersected: CTH O, Facility Carried by Structure: IH USH51-IH39 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.6m (54.5ft) Find on map >>
Structure Number: B390018, Location: AT JCT USH 51 SB (Lat: 43.671675, Lng: -89.470225), Route carried "under" structure: County highway , Year Built: 1983, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 15,000 (year 2004), Features Intersected: CTH O, Facility Carried by Structure: IH USH51-IH39 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.6m (54.5ft) Find on map >>
Structure Number: B390019, Location: 3.9M E JCT CTH O TO N (Lat: 43.700942, Lng: -89.471047), Route carried "under" structure: State highway 23, Year Built: 1984, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 1,800 (year 2005), Truck Traffic: 9%, Features Intersected: STH 23, Facility Carried by Structure: IH USH51-IH39 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: 28.0m (91.9ft) Find on map >>
Structure Number: B39002, Location: 4.0M E JCT CTH O TO N (Lat: 43.701425, Lng: -89.471650), Route carried "under" structure: State highway 23, Year Built: 1984, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 1,800 (year 2005), Truck Traffic: 9%, Features Intersected: STH 23, Facility Carried by Structure: IH USH51-IH39 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: 28.0m (91.9ft) Find on map >>
Structure Number: B390021, Location: 3.5M N JCT CTH O (Lat: 43.718489, Lng: -89.476936), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 11,200 (year 2004), Features Intersected: CTH CX, Facility Carried by Structure: IH USH51-IH39 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: B390022, Location: 3.5M N JCT CTH O (Lat: 43.718814, Lng: -89.477675), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 11,200 (year 2004), Features Intersected: CTH CX, Facility Carried by Structure: IH USH51-IH39 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.7m (58.1ft) Discuss this city on our hugely popular Wisconsin forum Back to: Moundville, WI, Wisconsin, All US cities.
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