Bridge Statistics for Ashford, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 56ft / 17.3mTotal length
- $363,000Total costs
- 4,139Total average daily traffic
- 15Total average daily truck traffic
- 4,555Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ashford
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21940-1949
- 11960-1969
- 11970-1979
- 41980-1989
- 12000-2009
- 12020-2022
- Bridge Condition - Deck
- 11.1%Excellent
- 22.2%Good
- 11.1%Satisfactory
- 55.6%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 22.2%Good
- 22.2%Satisfactory
- 44.4%Fair
- Bridge Condition - Substructure
- 22.2%Excellent
- 11.1%Very good
- 11.1%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 16.7%Excellent
- 8.3%Very good
- 50.0%Good
- 16.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Culverts
- 33.3%Fair
- 33.3%Poor
- 33.3%Serious
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Structure Number: B200041, Location: 1.4M N JCT CTH BB (Lat: 43.579422, Lng: -88.310225), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,272 (year 2019), Average Future Daily Traffic: 1,399 (year 2040), Design Load: H 15, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: CTH W
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B200041, Location: 1.4M N JCT CTH BB (Lat: 43.579422, Lng: -88.310225), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,272 (year 2019), Average Future Daily Traffic: 1,399 (year 2040), Design Load: H 15, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: CTH W
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B20009, Location: 0.5M E JCT CTH G (Lat: 43.615875, Lng: -88.181589), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 867 (year 2019), Average Future Daily Traffic: 953 (year 2040), Design Load: HS 20, Features Intersected: E BR MILWAUKEE RIVER, Facility Carried by Structure: CTH SS
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: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B20009, Location: 0.5M E JCT CTH G (Lat: 43.615875, Lng: -88.181589), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 867 (year 2019), Average Future Daily Traffic: 953 (year 2040), Design Load: HS 20, Features Intersected: E BR MILWAUKEE RIVER, Facility Carried by Structure: CTH SS
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: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B200094, Location: 0.8M S JCT STH 67 (Lat: 43.588939, Lng: -88.313286), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 114 (year 2019), Average Future Daily Traffic: 125 (year 2039), Design Load: HS 20, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: LRD RIVER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B200094, Location: 0.8M S JCT STH 67 (Lat: 43.588939, Lng: -88.313286), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 114 (year 2019), Average Future Daily Traffic: 125 (year 2039), Design Load: HS 20, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: LRD RIVER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B200099, Location: 1.5M W JCT CTH V (Lat: 43.553869, Lng: -88.282650), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 113 (year 2019), Average Future Daily Traffic: 124 (year 2039), Design Load: HS 20, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: LRD RUSTIC DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 65.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B200099, Location: 1.5M W JCT CTH V (Lat: 43.553869, Lng: -88.282650), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 113 (year 2019), Average Future Daily Traffic: 124 (year 2039), Design Load: HS 20, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: LRD RUSTIC DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 65.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B2001, Location: 0.5M S JCT CTH Y (Lat: 43.624458, Lng: -88.401011), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,068 (year 2019), Average Future Daily Traffic: 1,174 (year 2040), Design Load: HS 20, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: CTH K
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B2001, Location: 0.5M S JCT CTH Y (Lat: 43.624458, Lng: -88.401011), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,068 (year 2019), Average Future Daily Traffic: 1,174 (year 2040), Design Load: HS 20, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: CTH K
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B200155, Location: 1.3M E JCT CTH W (Lat: 43.565381, Lng: -88.301089), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 107 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 117 (year 2039), Design Load: HS 20, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: LRD LAKE BERNICE D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Excellent, Operating Rating: 63.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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: Monolithic Concrete
Structure Number: B200155, Location: 1.3M E JCT CTH W (Lat: 43.565381, Lng: -88.301089), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 107 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 117 (year 2039), Design Load: HS 20, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: LRD LAKE BERNICE D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Excellent, Operating Rating: 63.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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: Monolithic Concrete
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Structure Number: B200246, Location: 1.2 MI NORTH OF STH 67 (Lat: 43.604400, Lng: -88.365600), Route carried "on" structure: Other road , Year Built: 2021, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 201 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2041), Design Load: HL 93, Features Intersected: WEST BRANCH OF MILWAUKEE, Facility Carried by Structure: DRUMLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B200246, Location: 1.2 MI NORTH OF STH 67 (Lat: 43.604400, Lng: -88.365600), Route carried "on" structure: Other road , Year Built: 2021, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 201 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2041), Design Load: HL 93, Features Intersected: WEST BRANCH OF MILWAUKEE, Facility Carried by Structure: DRUMLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P20006, Location: 1.1M E JCT CTH W (Lat: 43.568550, Lng: -88.300958), Route carried "on" structure: City street , Year Built: 1923, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 176 (year 2019), Average Future Daily Traffic: 193 (year 2039), Design Load: H 15, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: LRD ELMORE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P20006, Location: 1.1M E JCT CTH W (Lat: 43.568550, Lng: -88.300958), Route carried "on" structure: City street , Year Built: 1923, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 176 (year 2019), Average Future Daily Traffic: 193 (year 2039), Design Load: H 15, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: LRD ELMORE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P20011, Location: 0.3M E JCT USH 45 (Lat: 43.557503, Lng: -88.236250), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2039), Design Load: HS 20, Features Intersected: MILWAUKEE RIVER, Facility Carried by Structure: LRD OLD BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.3 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: P20011, Location: 0.3M E JCT USH 45 (Lat: 43.557503, Lng: -88.236250), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2039), Design Load: HS 20, Features Intersected: MILWAUKEE RIVER, Facility Carried by Structure: LRD OLD BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.3 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: P200113, Location: 0.7M E JCT CTH W (Lat: 43.574444, Lng: -88.306572), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 47 (year 2019), Average Future Daily Traffic: 51 (year 2040), Design Load: H 15, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: LRD SPRING DR/MAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $15,000, Total Project Cost: $235,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P200113, Location: 0.7M E JCT CTH W (Lat: 43.574444, Lng: -88.306572), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 47 (year 2019), Average Future Daily Traffic: 51 (year 2040), Design Load: H 15, Features Intersected: W BR MILWAUKEE RIVER, Facility Carried by Structure: LRD SPRING DR/MAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $15,000, Total Project Cost: $235,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P200904, Location: 0.4M E JCT USH 45 (Lat: 43.564825, Lng: -88.232731), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2039), Design Load: H 15, Features Intersected: MILWAUKEE RIVER, Facility Carried by Structure: LRD AUBURN-ASHFORD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P200904, Location: 0.4M E JCT USH 45 (Lat: 43.564825, Lng: -88.232731), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2039), Design Load: H 15, Features Intersected: MILWAUKEE RIVER, Facility Carried by Structure: LRD AUBURN-ASHFORD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P200907, Location: 0.2M E JCT CTH H (Lat: 43.558081, Lng: -88.397478), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2040), Design Load: H 15, Features Intersected: BR E BR ROCK RIVER, Facility Carried by Structure: LRD SUPERIOR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $128,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P200907, Location: 0.2M E JCT CTH H (Lat: 43.558081, Lng: -88.397478), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2040), Design Load: H 15, Features Intersected: BR E BR ROCK RIVER, Facility Carried by Structure: LRD SUPERIOR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $128,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous