Bridge Statistics for Mount Horeb, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 98ft / 30.1mTotal length
- $255,000Total costs
- 70,195Total average daily traffic
- 3,039Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mount Horeb
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 81980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Poor
- Bridge Condition - Substructure
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Poor
- Bridge Condition - Channel
- 33.3%Very good
- 33.3%Good
- 33.3%Fair
Find on map >> Show street view
Structure Number: B130069, Location: 2.8M S JCT USH 18 (Lat: 42.967611, Lng: -89.730444), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,123 (year 2019), Average Future Daily Traffic: 1,235 (year 2040), Design Load: H 15, Features Intersected: W BR SUGAR RIVER, Facility Carried by Structure: CTH JG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B130069, Location: 2.8M S JCT USH 18 (Lat: 42.967611, Lng: -89.730444), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,123 (year 2019), Average Future Daily Traffic: 1,235 (year 2040), Design Load: H 15, Features Intersected: W BR SUGAR RIVER, Facility Carried by Structure: CTH JG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B130298, Location: 0.8M W JCT CTH JG (Lat: 42.994117, Lng: -89.744917), Route carried "on" structure: US 18, Year Built: 1984, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 8,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 22,820 (year 2039), Design Load: HS 20, Features Intersected: LRD SAND ROCK RD
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: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.0 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, Deck Geometry: Better than 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B130298, Location: 0.8M W JCT CTH JG (Lat: 42.994117, Lng: -89.744917), Route carried "on" structure: US 18, Year Built: 1984, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 8,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 22,820 (year 2039), Design Load: HS 20, Features Intersected: LRD SAND ROCK RD
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: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.0 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, Deck Geometry: Better than 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: September 2020, 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: B130299, Location: 0.8M E JCT STH 78 (Lat: 42.993939, Lng: -89.745408), Route carried "on" structure: US 18, Year Built: 1988, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 8,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 22,820 (year 2040), Design Load: HS 20, Features Intersected: LRD SAND ROCK RD
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: 23.6m (77.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B130299, Location: 0.8M E JCT STH 78 (Lat: 42.993939, Lng: -89.745408), Route carried "on" structure: US 18, Year Built: 1988, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 8,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 22,820 (year 2040), Design Load: HS 20, Features Intersected: LRD SAND ROCK RD
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: 23.6m (77.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: July 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: B1303, Location: 8.2M N JCT CTH A (Lat: 42.994083, Lng: -89.730525), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 890 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 900 (year 2039), Design Load: HS 20, Features Intersected: USH 18-USH 151, Facility Carried by Structure: CTH JG
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), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.0 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B1303, Location: 8.2M N JCT CTH A (Lat: 42.994083, Lng: -89.730525), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 890 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 900 (year 2039), Design Load: HS 20, Features Intersected: USH 18-USH 151, Facility Carried by Structure: CTH JG
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), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.0 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: B130304, Location: 4.8M N JCT CTH H TO S (Lat: 43.001447, Lng: -89.760389), Route carried "on" structure: State highway 78, Year Built: 1984, Status: Open, Structure Length: 7.03m (23.06ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,850 (year 2039), Design Load: HS 20, Features Intersected: USH 18-USH 151
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 67.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B130304, Location: 4.8M N JCT CTH H TO S (Lat: 43.001447, Lng: -89.760389), Route carried "on" structure: State highway 78, Year Built: 1984, Status: Open, Structure Length: 7.03m (23.06ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,850 (year 2039), Design Load: HS 20, Features Intersected: USH 18-USH 151
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 67.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: B130429, Location: 3.2M N JCT CTH Z (Lat: 42.969806, Lng: -89.789722), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 207 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 227 (year 2039), Design Load: HS 20, Features Intersected: GERMAN VALLEY CREEK, Facility Carried by Structure: CTH E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B130429, Location: 3.2M N JCT CTH Z (Lat: 42.969806, Lng: -89.789722), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 207 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 227 (year 2039), Design Load: HS 20, Features Intersected: GERMAN VALLEY CREEK, Facility Carried by Structure: CTH E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: B130493, Location: 0.1M N JCT GARFIELD ST (Lat: 43.007417, Lng: -89.732389), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 177 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 194 (year 2039), Design Load: HS 20, Features Intersected: LRD MILITARY RIDGE BIKET, Facility Carried by Structure: LRD 6TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B130493, Location: 0.1M N JCT GARFIELD ST (Lat: 43.007417, Lng: -89.732389), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 177 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 194 (year 2039), Design Load: HS 20, Features Intersected: LRD MILITARY RIDGE BIKET, Facility Carried by Structure: LRD 6TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: B130604, Location: 1.0M S JCT CTH J (Lat: 43.034900, Lng: -89.665717), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,886 (year 2019), Average Future Daily Traffic: 7,574 (year 2039), Design Load: HS 25 or greater, Features Intersected: SUGAR RIVER, Facility Carried by Structure: CTH S & P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B130604, Location: 1.0M S JCT CTH J (Lat: 43.034900, Lng: -89.665717), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,886 (year 2019), Average Future Daily Traffic: 7,574 (year 2039), Design Load: HS 25 or greater, Features Intersected: SUGAR RIVER, Facility Carried by Structure: CTH S & P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: B13005, Location: 0.2M E JCT STH 92 TO E (Lat: 43.010064, Lng: -89.726617), Route carried "under" structure: County highway , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 9,010 (year 2019), Features Intersected: CTH ID, Facility Carried by Structure: MILITARY RIDGE TRA
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.4m (70.2ft)
Structure Number: B13005, Location: 0.2M E JCT STH 92 TO E (Lat: 43.010064, Lng: -89.726617), Route carried "under" structure: County highway , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 9,010 (year 2019), Features Intersected: CTH ID, Facility Carried by Structure: MILITARY RIDGE TRA
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.4m (70.2ft)
Find on map >> Show street view
Structure Number: B130298, Location: 2.1M N JCT CTH JG (Lat: 42.994117, Lng: -89.744917), Route carried "under" structure: City street , Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 251 (year 2019), Features Intersected: LRD SAND ROCK RD, Facility Carried by Structure: USH 18 WB-USH 151
Minimum Vertical Clearance: 4.78m (15.68ft), 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: 20.7m (67.9ft)
Structure Number: B130298, Location: 2.1M N JCT CTH JG (Lat: 42.994117, Lng: -89.744917), Route carried "under" structure: City street , Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 251 (year 2019), Features Intersected: LRD SAND ROCK RD, Facility Carried by Structure: USH 18 WB-USH 151
Minimum Vertical Clearance: 4.78m (15.68ft), 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: 20.7m (67.9ft)
Find on map >> Show street view
Structure Number: B130299, Location: 2.1M N JCT CTH JG (Lat: 42.993939, Lng: -89.745408), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 251 (year 2019), Features Intersected: LRD SAND ROCK RD, Facility Carried by Structure: USH 18 EB/151 NB
Minimum Vertical Clearance: 6.30m (20.67ft), 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: 23.6m (77.4ft)
Structure Number: B130299, Location: 2.1M N JCT CTH JG (Lat: 42.993939, Lng: -89.745408), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 251 (year 2019), Features Intersected: LRD SAND ROCK RD, Facility Carried by Structure: USH 18 EB/151 NB
Minimum Vertical Clearance: 6.30m (20.67ft), 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: 23.6m (77.4ft)
Find on map >> Show street view
Structure Number: B1303, Location: 1.5M E JCT STH 78 (Lat: 42.994083, Lng: -89.730525), Route carried "under" structure: US 18, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 16,700 (year 2019), Truck Traffic: 1%, Features Intersected: USH 18-USH 151, Facility Carried by Structure: CTH JG
Minimum Vertical Clearance: 5.23m (17.16ft), 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: 30.9m (101.4ft)
Structure Number: B1303, Location: 1.5M E JCT STH 78 (Lat: 42.994083, Lng: -89.730525), Route carried "under" structure: US 18, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 16,700 (year 2019), Truck Traffic: 1%, Features Intersected: USH 18-USH 151, Facility Carried by Structure: CTH JG
Minimum Vertical Clearance: 5.23m (17.16ft), 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: 30.9m (101.4ft)
Find on map >> Show street view
Structure Number: B130304, Location: 0.6M E JCT CTH E TO S (Lat: 43.001447, Lng: -89.760389), Route carried "under" structure: US 18, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 15,200 (year 2019), Truck Traffic: 8%, Features Intersected: USH 18-USH 151, Facility Carried by Structure: STH 78
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: B130304, Location: 0.6M E JCT CTH E TO S (Lat: 43.001447, Lng: -89.760389), Route carried "under" structure: US 18, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 15,200 (year 2019), Truck Traffic: 8%, Features Intersected: USH 18-USH 151, Facility Carried by Structure: STH 78
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)