Bridge Statistics for Dodgeville, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 171ft / 52.4mTotal length
- 92,220Total average daily traffic
- 9,698Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dodgeville
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 121970-1979
- 81980-1989
- 22000-2009
- 22010-2019
- 22020-2022
- Bridge Condition - Deck
- 27.3%Excellent
- 9.1%Very good
- 27.3%Good
- 36.4%Satisfactory
- Bridge Condition - Superstructure
- 27.3%Excellent
- 45.5%Good
- 27.3%Satisfactory
- Bridge Condition - Substructure
- 27.3%Excellent
- 63.6%Good
- 9.1%Satisfactory
- Bridge Condition - Channel
- 33.3%Excellent
- 11.1%Very good
- 55.6%Satisfactory
- Bridge Condition - Culverts
- 16.7%Excellent
- 33.3%Good
- 16.7%Satisfactory
- 33.3%Fair
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Structure Number: B250007, Location: 3.4M E JCT STH 23 (Lat: 42.951008, Lng: -90.069506), Route carried "on" structure: State highway 191, Year Built: 1956, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 730 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 810 (year 2040), Design Load: H 20, Features Intersected: BR DODGE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B250007, Location: 3.4M E JCT STH 23 (Lat: 42.951008, Lng: -90.069506), Route carried "on" structure: State highway 191, Year Built: 1956, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 730 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 810 (year 2040), Design Load: H 20, Features Intersected: BR DODGE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B250016, Location: 4.7M S JCT CTH Y (Lat: 42.945561, Lng: -90.118083), Route carried "on" structure: US 151, Year Built: 1979, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 4,900 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 6,500 (year 2041), Design Load: HS 20, Features Intersected: LRD BRENNAN 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: 19.5m (64.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 47.4 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B250016, Location: 4.7M S JCT CTH Y (Lat: 42.945561, Lng: -90.118083), Route carried "on" structure: US 151, Year Built: 1979, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 4,900 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 6,500 (year 2041), Design Load: HS 20, Features Intersected: LRD BRENNAN 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: 19.5m (64.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 47.4 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B250017, Location: 1.2M N JCT STH 23 TO E (Lat: 42.945183, Lng: -90.117892), Route carried "on" structure: US 151, Year Built: 1979, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 4,900 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 6,500 (year 2039), Design Load: HS 20, Features Intersected: LRD BRENNAN 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: 19.5m (64.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B250017, Location: 1.2M N JCT STH 23 TO E (Lat: 42.945183, Lng: -90.117892), Route carried "on" structure: US 151, Year Built: 1979, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 4,900 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 6,500 (year 2039), Design Load: HS 20, Features Intersected: LRD BRENNAN 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: 19.5m (64.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B250018, Location: 1.7M E JCT STH 23 (Lat: 42.964236, Lng: -90.103019), Route carried "on" structure: US 18, Year Built: 1980, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 6,100 (year 2038), Design Load: HS 20, Features Intersected: USH 151
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 93.1 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 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B250018, Location: 1.7M E JCT STH 23 (Lat: 42.964236, Lng: -90.103019), Route carried "on" structure: US 18, Year Built: 1980, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 6,100 (year 2038), Design Load: HS 20, Features Intersected: USH 151
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 93.1 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 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B250019, Location: 2.5M W JCT CTH Y (Lat: 42.967583, Lng: -90.092947), Route carried "on" structure: US 18, Year Built: 1980, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 8,250 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 9,900 (year 2038), Design Load: HS 20, Features Intersected: CTH Z
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-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.0 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: 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B250019, Location: 2.5M W JCT CTH Y (Lat: 42.967583, Lng: -90.092947), Route carried "on" structure: US 18, Year Built: 1980, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 8,250 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 9,900 (year 2038), Design Load: HS 20, Features Intersected: CTH Z
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-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.0 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: 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B250021, Location: 3.8M S JCT CTH Y (Lat: 42.956375, Lng: -90.109339), Route carried "on" structure: US 151, Year Built: 1979, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 4,925 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 6,500 (year 2040), Design Load: HS 20, Features Intersected: STH 191
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: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B250021, Location: 3.8M S JCT CTH Y (Lat: 42.956375, Lng: -90.109339), Route carried "on" structure: US 151, Year Built: 1979, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 4,925 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 6,500 (year 2040), Design Load: HS 20, Features Intersected: STH 191
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: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B250022, Location: 2.2M N JCT STH 23 TO E (Lat: 42.955797, Lng: -90.109306), Route carried "on" structure: US 151, Year Built: 1979, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 4,925 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 6,500 (year 2041), Design Load: HS 20, Features Intersected: STH 191
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: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B250022, Location: 2.2M N JCT STH 23 TO E (Lat: 42.955797, Lng: -90.109306), Route carried "on" structure: US 151, Year Built: 1979, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 4,925 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 6,500 (year 2041), Design Load: HS 20, Features Intersected: STH 191
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: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B250023, Location: 0.5M E JCT STH 191 (Lat: 42.959836, Lng: -90.106733), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 270 (year 2019), Average Future Daily Traffic: 165 (year 2040), Design Load: H 20, Features Intersected: USH 151, Facility Carried by Structure: LRD SECTION LINE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.6 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B250023, Location: 0.5M E JCT STH 191 (Lat: 42.959836, Lng: -90.106733), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 270 (year 2019), Average Future Daily Traffic: 165 (year 2040), Design Load: H 20, Features Intersected: USH 151, Facility Carried by Structure: LRD SECTION LINE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.6 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B250024, Location: 1.3M E JCT CTH Y (Lat: 42.936550, Lng: -90.130831), Route carried "on" structure: State highway 23, Year Built: 1979, Status: Open, Structure Length: 7.54m (24.74ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 3,120 (year 2040), Design Load: HS 20, Features Intersected: USH 151
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B250024, Location: 1.3M E JCT CTH Y (Lat: 42.936550, Lng: -90.130831), Route carried "on" structure: State highway 23, Year Built: 1979, Status: Open, Structure Length: 7.54m (24.74ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 3,120 (year 2040), Design Load: HS 20, Features Intersected: USH 151
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B250025, Location: 1.4M E JCT USH 151 TO N (Lat: 42.966206, Lng: -90.069225), Route carried "on" structure: US 18, Year Built: 1979, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 16,900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 17,580 (year 2040), Design Load: HS 20, Features Intersected: BR DODGE BRANCH
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: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: 32.4 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B250025, Location: 1.4M E JCT USH 151 TO N (Lat: 42.966206, Lng: -90.069225), Route carried "on" structure: US 18, Year Built: 1979, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 16,900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 17,580 (year 2040), Design Load: HS 20, Features Intersected: BR DODGE BRANCH
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: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: 32.4 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B250049, Location: 1.4M W JCT CTH Y (Lat: 42.959639, Lng: -90.071667), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 260 (year 2019), Average Future Daily Traffic: 286 (year 2039), Design Load: HS 20, Features Intersected: BR DODGE BRANCH, Facility Carried by Structure: LRD SECTION LINE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B250049, Location: 1.4M W JCT CTH Y (Lat: 42.959639, Lng: -90.071667), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 260 (year 2019), Average Future Daily Traffic: 286 (year 2039), Design Load: HS 20, Features Intersected: BR DODGE BRANCH, Facility Carried by Structure: LRD SECTION LINE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B250136, Location: 1.9M W JCT STH 23 (Lat: 42.960000, Lng: -90.171000), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 622 (year 2019), Average Future Daily Traffic: 684 (year 2039), Design Load: HS 20, Features Intersected: MINERAL POINT BRANCH, Facility Carried by Structure: CTH CH
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 continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B250136, Location: 1.9M W JCT STH 23 (Lat: 42.960000, Lng: -90.171000), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 622 (year 2019), Average Future Daily Traffic: 684 (year 2039), Design Load: HS 20, Features Intersected: MINERAL POINT BRANCH, Facility Carried by Structure: CTH CH
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 continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B250169, Location: 0.4M W JCT CTH Y (Lat: 42.931778, Lng: -90.085333), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2036), Design Load: HL 93, Features Intersected: DODGE BRANCH, Facility Carried by Structure: LRD BLOTZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 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: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 46.7 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: 36.0 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B250169, Location: 0.4M W JCT CTH Y (Lat: 42.931778, Lng: -90.085333), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2036), Design Load: HL 93, Features Intersected: DODGE BRANCH, Facility Carried by Structure: LRD BLOTZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 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: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 46.7 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: 36.0 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B250179, Location: 2.3M S JCT STH 191 (Lat: 42.923722, Lng: -90.078083), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 140 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 150 (year 2038), Design Load: HL 93, Features Intersected: DODGE BRANCH, Facility Carried by Structure: CTH Y
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: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.7 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: 43.1 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B250179, Location: 2.3M S JCT STH 191 (Lat: 42.923722, Lng: -90.078083), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 140 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 150 (year 2038), Design Load: HL 93, Features Intersected: DODGE BRANCH, Facility Carried by Structure: CTH Y
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: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.7 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: 43.1 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: September 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: B250187, Location: 0.3M S JCT CTH B (Lat: 42.939639, Lng: -90.172444), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 205 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 310 (year 2040), Design Load: HL 93, Features Intersected: BR MINERAL POINT CREEK, Facility Carried by Structure: LRD SURVEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 57.7 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: 44.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: B250187, Location: 0.3M S JCT CTH B (Lat: 42.939639, Lng: -90.172444), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 205 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 310 (year 2040), Design Load: HL 93, Features Intersected: BR MINERAL POINT CREEK, Facility Carried by Structure: LRD SURVEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 57.7 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: 44.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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
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Structure Number: B25019, Location: 2.0 MI. E OF STH 23 (Lat: 42.950414, Lng: -90.094497), Route carried "on" structure: State highway 191, Year Built: 2019, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,200 (year 2019), Average Future Daily Traffic: 1,500 (year 2037), Design Load: HL 93, Features Intersected: DRAINAGE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 43.7 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: 34.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B25019, Location: 2.0 MI. E OF STH 23 (Lat: 42.950414, Lng: -90.094497), Route carried "on" structure: State highway 191, Year Built: 2019, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,200 (year 2019), Average Future Daily Traffic: 1,500 (year 2037), Design Load: HL 93, Features Intersected: DRAINAGE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 43.7 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: 34.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 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: P250944, Location: 0.1M S JCT STH 191 (Lat: 42.949694, Lng: -90.093028), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 104 (year 2019), Average Future Daily Traffic: 114 (year 2039), Design Load: H 15, Features Intersected: DODGE BRANCH, Facility Carried by Structure: LRD BRENNAN RD
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 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: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P250944, Location: 0.1M S JCT STH 191 (Lat: 42.949694, Lng: -90.093028), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 104 (year 2019), Average Future Daily Traffic: 114 (year 2039), Design Load: H 15, Features Intersected: DODGE BRANCH, Facility Carried by Structure: LRD BRENNAN RD
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 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: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B250016, Location: 0.6M E JCT STH 23 (Lat: 42.945561, Lng: -90.118083), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 950 (year 2019), Features Intersected: LRD BRENNAN RD, Facility Carried by Structure: USH 151 SBL
Minimum Vertical Clearance: 4.63m (15.19ft), 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: 19.5m (64.0ft)
Structure Number: B250016, Location: 0.6M E JCT STH 23 (Lat: 42.945561, Lng: -90.118083), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 950 (year 2019), Features Intersected: LRD BRENNAN RD, Facility Carried by Structure: USH 151 SBL
Minimum Vertical Clearance: 4.63m (15.19ft), 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: 19.5m (64.0ft)
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Structure Number: B250017, Location: 0.5M E JCT STH 23 (Lat: 42.945183, Lng: -90.117892), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 950 (year 2019), Features Intersected: LRD BRENNAN RD, Facility Carried by Structure: USH 151 NBL
Minimum Vertical Clearance: 6.49m (21.29ft), 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: 19.5m (64.0ft)
Structure Number: B250017, Location: 0.5M E JCT STH 23 (Lat: 42.945183, Lng: -90.117892), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 950 (year 2019), Features Intersected: LRD BRENNAN RD, Facility Carried by Structure: USH 151 NBL
Minimum Vertical Clearance: 6.49m (21.29ft), 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: 19.5m (64.0ft)
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Structure Number: B250018, Location: 3.0M N JCT STH 23 TO E (Lat: 42.964236, Lng: -90.103019), Route carried "under" structure: US 151, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 15%, Features Intersected: USH 151, Facility Carried by Structure: USH 18 EB / USH 18
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
Structure Number: B250018, Location: 3.0M N JCT STH 23 TO E (Lat: 42.964236, Lng: -90.103019), Route carried "under" structure: US 151, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 15%, Features Intersected: USH 151, Facility Carried by Structure: USH 18 EB / USH 18
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
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Structure Number: B250019, Location: 1.2M N JCT STH 191 (Lat: 42.967583, Lng: -90.092947), Route carried "under" structure: County highway , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 590 (year 2019), Features Intersected: CTH Z, Facility Carried by Structure: USH 18 WB-USH 151
Minimum Vertical Clearance: 6.10m (20.01ft), 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)
Structure Number: B250019, Location: 1.2M N JCT STH 191 (Lat: 42.967583, Lng: -90.092947), Route carried "under" structure: County highway , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 590 (year 2019), Features Intersected: CTH Z, Facility Carried by Structure: USH 18 WB-USH 151
Minimum Vertical Clearance: 6.10m (20.01ft), 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)
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Structure Number: B25002, Location: 1.1M N JCT STH 191 (Lat: 42.967231, Lng: -90.093414), Route carried "under" structure: County highway , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 590 (year 2019), Features Intersected: CTH Z, Facility Carried by Structure: USH 18 EB-USH 151
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.6m (54.5ft)
Structure Number: B25002, Location: 1.1M N JCT STH 191 (Lat: 42.967231, Lng: -90.093414), Route carried "under" structure: County highway , Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 590 (year 2019), Features Intersected: CTH Z, Facility Carried by Structure: USH 18 EB-USH 151
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.6m (54.5ft)
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Structure Number: B250021, Location: 1.3M E JCT STH 23 (Lat: 42.956375, Lng: -90.109339), Route carried "under" structure: State highway 191, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,750 (year 2019), Truck Traffic: 6%, Features Intersected: STH 191, Facility Carried by Structure: USH 151 SB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 18.1m (59.4ft)
Structure Number: B250021, Location: 1.3M E JCT STH 23 (Lat: 42.956375, Lng: -90.109339), Route carried "under" structure: State highway 191, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,750 (year 2019), Truck Traffic: 6%, Features Intersected: STH 191, Facility Carried by Structure: USH 151 SB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 18.1m (59.4ft)
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Structure Number: B250022, Location: 1.4M E JCT STH 23 (Lat: 42.955797, Lng: -90.109306), Route carried "under" structure: State highway 191, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,750 (year 2019), Truck Traffic: 6%, Features Intersected: STH 191, Facility Carried by Structure: USH 151 NB
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 18.1m (59.4ft)
Structure Number: B250022, Location: 1.4M E JCT STH 23 (Lat: 42.955797, Lng: -90.109306), Route carried "under" structure: State highway 191, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,750 (year 2019), Truck Traffic: 6%, Features Intersected: STH 191, Facility Carried by Structure: USH 151 NB
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 18.1m (59.4ft)
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Structure Number: B250023, Location: 2.6M N JCT STH 23 TO E (Lat: 42.959836, Lng: -90.106733), Route carried "under" structure: US 151, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2019), Truck Traffic: 9%, Features Intersected: USH 151, Facility Carried by Structure: LRD SECTION LINE R
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: B250023, Location: 2.6M N JCT STH 23 TO E (Lat: 42.959836, Lng: -90.106733), Route carried "under" structure: US 151, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2019), Truck Traffic: 9%, Features Intersected: USH 151, Facility Carried by Structure: LRD SECTION LINE R
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: B250024, Location: 1.0M N JCT STH 23 TO E (Lat: 42.936550, Lng: -90.130831), Route carried "under" structure: US 151, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 10,600 (year 2018), Truck Traffic: 9%, Features Intersected: USH 151, Facility Carried by Structure: STH 23 NB
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: B250024, Location: 1.0M N JCT STH 23 TO E (Lat: 42.936550, Lng: -90.130831), Route carried "under" structure: US 151, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 10,600 (year 2018), Truck Traffic: 9%, Features Intersected: USH 151, Facility Carried by Structure: STH 23 NB
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: B250135, Location: 3.8M N JCT STH 23 (Lat: 42.937214, Lng: -90.131097), Route carried "under" structure: US 151, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: USH 151, Facility Carried by Structure: BIKE PATH
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: B250135, Location: 3.8M N JCT STH 23 (Lat: 42.937214, Lng: -90.131097), Route carried "under" structure: US 151, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: USH 151, Facility Carried by Structure: BIKE PATH
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)