Bridge Statistics for Raymond, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 276ft / 83.7mTotal length
- $2,763,000Total costs
- 502,910Total average daily traffic
- 35,722Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Raymond
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 51990-1999
- 22000-2009
- 132010-2019
- Bridge Condition - Deck
- 5.9%Excellent
- 29.4%Very good
- 29.4%Good
- 11.8%Satisfactory
- 23.5%Fair
- Bridge Condition - Superstructure
- 23.5%Excellent
- 29.4%Very good
- 11.8%Good
- 17.6%Satisfactory
- 11.8%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 11.8%Excellent
- 41.2%Very good
- 23.5%Good
- 17.6%Satisfactory
- 5.9%Poor
- Bridge Condition - Channel
- 45.5%Very good
- 54.5%Good
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: B510015, Location: 0.8M EAST OF CTH U (Lat: 42.786250, Lng: -87.995228), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 2,500 (year 2019), Average Future Daily Traffic: 2,565 (year 2039), Design Load: HS 20, Features Intersected: TRIB#1 TO WBR ROOT RIVER, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B510015, Location: 0.8M EAST OF CTH U (Lat: 42.786250, Lng: -87.995228), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 2,500 (year 2019), Average Future Daily Traffic: 2,565 (year 2039), Design Load: HS 20, Features Intersected: TRIB#1 TO WBR ROOT RIVER, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B51007, Location: 0.1M S JCT STH 38 (Lat: 42.728889, Lng: -87.792725), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 12,500 (year 2019), Average Future Daily Traffic: 19,329 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD MARQUETTE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.93m (29.30ft), Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: May 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $1,427,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,141,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B51007, Location: 0.1M S JCT STH 38 (Lat: 42.728889, Lng: -87.792725), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 12,500 (year 2019), Average Future Daily Traffic: 19,329 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD MARQUETTE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.93m (29.30ft), Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: May 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $1,427,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,141,000 ( Estimate for 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: B510071, Location: 1.2M E JCT CTH U (Lat: 42.786181, Lng: -87.988264), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 2,500 (year 2019), Average Future Daily Traffic: 2,565 (year 2039), Design Load: HS 20, Features Intersected: W BR ROOT RIVER CANAL, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B510071, Location: 1.2M E JCT CTH U (Lat: 42.786181, Lng: -87.988264), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 2,500 (year 2019), Average Future Daily Traffic: 2,565 (year 2039), Design Load: HS 20, Features Intersected: W BR ROOT RIVER CANAL, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B510076, Location: 1.8M E JCT CTH U TO N (Lat: 42.786181, Lng: -87.980631), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 2,500 (year 2019), Average Future Daily Traffic: 2,565 (year 2039), Design Load: HS 20, Features Intersected: E BR ROOT RIVER, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B510076, Location: 1.8M E JCT CTH U TO N (Lat: 42.786181, Lng: -87.980631), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 2,500 (year 2019), Average Future Daily Traffic: 2,565 (year 2039), Design Load: HS 20, Features Intersected: E BR ROOT RIVER, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B51008, Location: 0.1M N JCT STH 38 (Lat: 42.733592, Lng: -87.784383), Route carried "on" structure: State highway 32, Year Built: 1996, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 14,164 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 15,580 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 51.2m (168.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.6 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: July 2018, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B51008, Location: 0.1M N JCT STH 38 (Lat: 42.733592, Lng: -87.784383), Route carried "on" structure: State highway 32, Year Built: 1996, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 14,164 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 15,580 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 51.2m (168.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.6 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: July 2018, Other Special Inspection Date: May 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: B510089, Location: 1.4M E JCT CTH U (Lat: 42.771653, Lng: -87.988414), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 108 (year 2019), Average Future Daily Traffic: 118 (year 2039), Design Load: HS 20, Features Intersected: W BR ROOT RIVER CANAL, Facility Carried by Structure: LRD THREE MILE 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: B510089, Location: 1.4M E JCT CTH U (Lat: 42.771653, Lng: -87.988414), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 108 (year 2019), Average Future Daily Traffic: 118 (year 2039), Design Load: HS 20, Features Intersected: W BR ROOT RIVER CANAL, Facility Carried by Structure: LRD THREE MILE 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: B51013, Location: 2.3 MI N JCT STH 11 (Lat: 42.725269, Lng: -87.953658), Route carried "on" structure: Interstate 41, Year Built: 2014, Status: Open, Structure Length: 6.53m (21.42ft), Average Daily Traffic: 47,600 (year 2019), Average Future Daily Traffic: 57,300 (year 2039), Design Load: HL 93, Features Intersected: STH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 64.8 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: 39.9 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B51013, Location: 2.3 MI N JCT STH 11 (Lat: 42.725269, Lng: -87.953658), Route carried "on" structure: Interstate 41, Year Built: 2014, Status: Open, Structure Length: 6.53m (21.42ft), Average Daily Traffic: 47,600 (year 2019), Average Future Daily Traffic: 57,300 (year 2039), Design Load: HL 93, Features Intersected: STH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 64.8 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: 39.9 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: B510134, Location: 3.8 MI E JCT CTH G (Lat: 42.764414, Lng: -87.954283), Route carried "on" structure: Interstate 41, Year Built: 2019, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 47,600 (year 2019), Average Future Daily Traffic: 54,600 (year 2040), Design Load: HL 93, Features Intersected: LRD GOLF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.9 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: 36.9 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B510134, Location: 3.8 MI E JCT CTH G (Lat: 42.764414, Lng: -87.954283), Route carried "on" structure: Interstate 41, Year Built: 2019, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 47,600 (year 2019), Average Future Daily Traffic: 54,600 (year 2040), Design Load: HL 93, Features Intersected: LRD GOLF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.9 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: 36.9 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B510135, Location: 2.6 MI N JCT STH 20 (Lat: 42.764069, Lng: -87.953839), Route carried "on" structure: Interstate 41, Year Built: 2018, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 47,600 (year 2018), Average Future Daily Traffic: 55,000 (year 2038), Design Load: HL 93, Features Intersected: LRD GOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 62.9 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: 36.9 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B510135, Location: 2.6 MI N JCT STH 20 (Lat: 42.764069, Lng: -87.953839), Route carried "on" structure: Interstate 41, Year Built: 2018, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 47,600 (year 2018), Average Future Daily Traffic: 55,000 (year 2038), Design Load: HL 93, Features Intersected: LRD GOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 62.9 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: 36.9 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B510136, Location: 2.0 MI S JCT CTH G (Lat: 42.778933, Lng: -87.953994), Route carried "on" structure: Interstate 41, Year Built: 2019, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 49,800 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 57,750 (year 2038), Design Load: HL 93, Features Intersected: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.1 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: 42.4 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B510136, Location: 2.0 MI S JCT CTH G (Lat: 42.778933, Lng: -87.953994), Route carried "on" structure: Interstate 41, Year Built: 2019, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 49,800 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 57,750 (year 2038), Design Load: HL 93, Features Intersected: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.1 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: 42.4 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B510137, Location: 3.7 MI N JCT STH 20 (Lat: 42.778511, Lng: -87.953583), Route carried "on" structure: Interstate 41, Year Built: 2018, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 49,800 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 58,000 (year 2038), Design Load: HL 93, Features Intersected: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 66.1 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: 42.4 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B510137, Location: 3.7 MI N JCT STH 20 (Lat: 42.778511, Lng: -87.953583), Route carried "on" structure: Interstate 41, Year Built: 2018, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 49,800 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 58,000 (year 2038), Design Load: HL 93, Features Intersected: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 66.1 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: 42.4 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B510138, Location: 0.9 MI W JCT CTH V (Lat: 42.807711, Lng: -87.953789), Route carried "on" structure: County highway G, Year Built: 2009, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 3,000 (year 2019), Average Future Daily Traffic: 7,990 (year 2040), Design Load: HS 25 or greater, Features Intersected: IH 41/94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 48.6 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 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B510138, Location: 0.9 MI W JCT CTH V (Lat: 42.807711, Lng: -87.953789), Route carried "on" structure: County highway G, Year Built: 2009, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 3,000 (year 2019), Average Future Daily Traffic: 7,990 (year 2040), Design Load: HS 25 or greater, Features Intersected: IH 41/94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 48.6 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 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B510139, Location: 3.25 MI S JCT STH 100 (Lat: 42.829847, Lng: -87.952917), Route carried "on" structure: Interstate 41, Year Built: 2019, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 46,600 (year 2018), Average Future Daily Traffic: 61,600 (year 2040), Design Load: HL 93, Features Intersected: LRD 7 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.5 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: 36.6 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B510139, Location: 3.25 MI S JCT STH 100 (Lat: 42.829847, Lng: -87.952917), Route carried "on" structure: Interstate 41, Year Built: 2019, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 46,600 (year 2018), Average Future Daily Traffic: 61,600 (year 2040), Design Load: HL 93, Features Intersected: LRD 7 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.5 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: 36.6 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B51014, Location: 7.8 MI W JCT STH 20 (Lat: 42.829533, Lng: -87.952486), Route carried "on" structure: Interstate 41, Year Built: 2019, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 46,600 (year 2018), Average Future Daily Traffic: 75,100 (year 2040), Design Load: HL 93, Features Intersected: LRD 7 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 64.5 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: 36.6 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 47 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B51014, Location: 7.8 MI W JCT STH 20 (Lat: 42.829533, Lng: -87.952486), Route carried "on" structure: Interstate 41, Year Built: 2019, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 46,600 (year 2018), Average Future Daily Traffic: 75,100 (year 2040), Design Load: HL 93, Features Intersected: LRD 7 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 64.5 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: 36.6 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 47 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B510575, Location: 0.5M E JCT CTH U (Lat: 42.815411, Lng: -87.995075), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 1982, Status: Open, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 1,802 (year 2019), Average Future Daily Traffic: 1,982 (year 2040), Design Load: H 20, Features Intersected: ROOT RIVER CANAL, Facility Carried by Structure: CTH G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $41,000, Total Project Cost: $622,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B510575, Location: 0.5M E JCT CTH U (Lat: 42.815411, Lng: -87.995075), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 1982, Status: Open, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 1,802 (year 2019), Average Future Daily Traffic: 1,982 (year 2040), Design Load: H 20, Features Intersected: ROOT RIVER CANAL, Facility Carried by Structure: CTH G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $41,000, Total Project Cost: $622,000 ( Estimate for 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: P510041, Location: 1.1M E JCT CTH U (Lat: 42.800864, Lng: -87.992306), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 440 (year 2019), Average Future Daily Traffic: 484 (year 2039), Design Load: H 20, Features Intersected: ROOT RIVER CANAL, Facility Carried by Structure: LRD FIVE MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: Bituminous
Structure Number: P510041, Location: 1.1M E JCT CTH U (Lat: 42.800864, Lng: -87.992306), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 440 (year 2019), Average Future Daily Traffic: 484 (year 2039), Design Load: H 20, Features Intersected: ROOT RIVER CANAL, Facility Carried by Structure: LRD FIVE MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: Bituminous
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Structure Number: P510042, Location: 2.5M E JCT CTH U (Lat: 42.771550, Lng: -87.967472), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 94 (year 2019), Average Future Daily Traffic: 103 (year 2039), Design Load: H 15, Features Intersected: E BR ROOT RIVER CANAL, Facility Carried by Structure: LRD THREE MILE 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: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P510042, Location: 2.5M E JCT CTH U (Lat: 42.771550, Lng: -87.967472), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 94 (year 2019), Average Future Daily Traffic: 103 (year 2039), Design Load: H 15, Features Intersected: E BR ROOT RIVER CANAL, Facility Carried by Structure: LRD THREE MILE 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: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P510044, Location: 1.7M N JCT CTH G (Lat: 42.838889, Lng: -87.971939), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,762 (year 2019), Average Future Daily Traffic: 1,938 (year 2039), Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD 43RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present 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: Bituminous
Structure Number: P510044, Location: 1.7M N JCT CTH G (Lat: 42.838889, Lng: -87.971939), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,762 (year 2019), Average Future Daily Traffic: 1,938 (year 2039), Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD 43RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present 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: Bituminous
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Structure Number: P510501, Location: 1.1M W JCT USH 41 (Lat: 42.843600, Lng: -87.975947), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 340 (year 2019), Average Future Daily Traffic: 374 (year 2039), Design Load: H 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD 8 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.4 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: 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: Monolithic Concrete
Structure Number: P510501, Location: 1.1M W JCT USH 41 (Lat: 42.843600, Lng: -87.975947), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 340 (year 2019), Average Future Daily Traffic: 374 (year 2039), Design Load: H 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD 8 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.4 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: 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: Monolithic Concrete
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Structure Number: B510134, Location: 0.9M W JCT CTH V (Lat: 42.764414, Lng: -87.954283), Route carried "under" structure: City street , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 500 (year 2019), Features Intersected: LRD GOLF ROAD, Facility Carried by Structure: IH 41 SB/IH 94 EB
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: B510134, Location: 0.9M W JCT CTH V (Lat: 42.764414, Lng: -87.954283), Route carried "under" structure: City street , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 500 (year 2019), Features Intersected: LRD GOLF ROAD, Facility Carried by Structure: IH 41 SB/IH 94 EB
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: B510135, Location: 0.9M W JCT CTH V (Lat: 42.764069, Lng: -87.953839), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 500 (year 2019), Features Intersected: LRD GOLF RD, Facility Carried by Structure: IH 41 NB/94 WB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: B510135, Location: 0.9M W JCT CTH V (Lat: 42.764069, Lng: -87.953839), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 500 (year 2019), Features Intersected: LRD GOLF RD, Facility Carried by Structure: IH 41 NB/94 WB
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: B510136, Location: 1.1M W JCT CTH V (Lat: 42.778933, Lng: -87.953994), Route carried "under" structure: County highway K, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 8,100 (year 2019), Truck Traffic: 15%, Features Intersected: CTH K, Facility Carried by Structure: IH 41 SB/IH 94 EB
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.5m (93.5ft)
Structure Number: B510136, Location: 1.1M W JCT CTH V (Lat: 42.778933, Lng: -87.953994), Route carried "under" structure: County highway K, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 8,100 (year 2019), Truck Traffic: 15%, Features Intersected: CTH K, Facility Carried by Structure: IH 41 SB/IH 94 EB
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.5m (93.5ft)
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Structure Number: B510137, Location: 1.1M W JCT CTH V (Lat: 42.778511, Lng: -87.953583), Route carried "under" structure: County highway K, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 8,100 (year 2019), Truck Traffic: 15%, Features Intersected: CTH K, Facility Carried by Structure: IH 41 NB/94 WB
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.5m (93.5ft)
Structure Number: B510137, Location: 1.1M W JCT CTH V (Lat: 42.778511, Lng: -87.953583), Route carried "under" structure: County highway K, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 8,100 (year 2019), Truck Traffic: 15%, Features Intersected: CTH K, Facility Carried by Structure: IH 41 NB/94 WB
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.5m (93.5ft)
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Structure Number: B510138, Location: AT CTH G (Lat: 42.807711, Lng: -87.953789), Route carried "under" structure: Interstate 41, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 99,600 (year 2019), Truck Traffic: 16%, Features Intersected: IH 41/94, Facility Carried by Structure: CTH G
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: B510138, Location: AT CTH G (Lat: 42.807711, Lng: -87.953789), Route carried "under" structure: Interstate 41, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 99,600 (year 2019), Truck Traffic: 16%, Features Intersected: IH 41/94, Facility Carried by Structure: CTH G
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
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Structure Number: B510139, Location: AT IH 41 (Lat: 42.829847, Lng: -87.952917), Route carried "under" structure: City street , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2019), Features Intersected: LRD 7 MILE RD, Facility Carried by Structure: IH 41 SB/94 EB
Minimum Vertical Clearance: 4.89m (16.04ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: B510139, Location: AT IH 41 (Lat: 42.829847, Lng: -87.952917), Route carried "under" structure: City street , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2019), Features Intersected: LRD 7 MILE RD, Facility Carried by Structure: IH 41 SB/94 EB
Minimum Vertical Clearance: 4.89m (16.04ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: B51014, Location: 1.0M W JCT CTH V (Lat: 42.829533, Lng: -87.952486), Route carried "under" structure: City street , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2019), Features Intersected: LRD 7 MILE RD, Facility Carried by Structure: IH 41 NB/IH 94 WB
Minimum Vertical Clearance: 4.28m (14.04ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: B51014, Location: 1.0M W JCT CTH V (Lat: 42.829533, Lng: -87.952486), Route carried "under" structure: City street , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2019), Features Intersected: LRD 7 MILE RD, Facility Carried by Structure: IH 41 NB/IH 94 WB
Minimum Vertical Clearance: 4.28m (14.04ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)