Bridge Statistics for Racine, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 200ft / 61.1mTotal length
- $7,064,000Total costs
- 191,848Total average daily traffic
- 2,432Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Racine
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 31920-1929
- 11930-1939
- 11950-1959
- 31960-1969
- 11970-1979
- 51980-1989
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 25.0%Good
- 25.0%Satisfactory
- 33.3%Fair
- 16.7%Poor
- Bridge Condition - Superstructure
- 8.3%Excellent
- 8.3%Very good
- 25.0%Good
- 8.3%Satisfactory
- 33.3%Fair
- 8.3%Poor
- 8.3%Serious
- Bridge Condition - Substructure
- 16.7%Very good
- 16.7%Good
- 50.0%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 55.6%Very good
- 44.4%Good
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Structure Number: B510012, Location: 2.7M N JCT STH 32 (Lat: 42.751667, Lng: -87.823944), Route carried "on" structure: State highway 38, Year Built: 1958, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 26,800 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 39,060 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $901,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,352,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B510012, Location: 2.7M N JCT STH 32 (Lat: 42.751667, Lng: -87.823944), Route carried "on" structure: State highway 38, Year Built: 1958, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 26,800 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 39,060 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $901,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,352,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B510013, Location: 2.5M E JCT STH 31 (Lat: 42.714853, Lng: -87.799297), Route carried "on" structure: State highway 20, Year Built: 1969, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 15,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 17,923 (year 2039), Design Load: HS 20, Features Intersected: LRD MEMORIAL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $44,000, Total Project Cost: $663,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B510013, Location: 2.5M E JCT STH 31 (Lat: 42.714853, Lng: -87.799297), Route carried "on" structure: State highway 20, Year Built: 1969, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 15,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 17,923 (year 2039), Design Load: HS 20, Features Intersected: LRD MEMORIAL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $44,000, Total Project Cost: $663,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B510052, Location: 0.1M S JCT STH 38 (Lat: 42.731900, Lng: -87.804403), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 5.01m (16.44ft), Average Daily Traffic: 14,300 (year 2019), Average Future Daily Traffic: 18,509 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.6m (54.5ft), 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: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B510052, Location: 0.1M S JCT STH 38 (Lat: 42.731900, Lng: -87.804403), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 5.01m (16.44ft), Average Daily Traffic: 14,300 (year 2019), Average Future Daily Traffic: 18,509 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.6m (54.5ft), 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: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B510061, Location: 0.4M E JCT CTH U (Lat: 42.742000, Lng: -88.008261), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 587 (year 2019), Average Future Daily Traffic: 645 (year 2040), Design Load: H 20, Features Intersected: W BR ROOT RIVER CANAL, Facility Carried by Structure: LRD 50TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $15,000, Total Project Cost: $233,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B510061, Location: 0.4M E JCT CTH U (Lat: 42.742000, Lng: -88.008261), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 587 (year 2019), Average Future Daily Traffic: 645 (year 2040), Design Load: H 20, Features Intersected: W BR ROOT RIVER CANAL, Facility Carried by Structure: LRD 50TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $15,000, Total Project Cost: $233,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B510064, Location: 0.3M W JCT STH 20 (Lat: 42.725908, Lng: -87.796092), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 11,900 (year 2019), Average Future Daily Traffic: 10,191 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: 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: 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: 12.92m (42.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: May 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $2,061,000, Roadway Improvement Cost: $206,000, Total Project Cost: $3,092,000 ( 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: B510064, Location: 0.3M W JCT STH 20 (Lat: 42.725908, Lng: -87.796092), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 11,900 (year 2019), Average Future Daily Traffic: 10,191 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: 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: 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: 12.92m (42.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: May 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $2,061,000, Roadway Improvement Cost: $206,000, Total Project Cost: $3,092,000 ( 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: B510067, Location: 0.1M W JCT STH 20 (Lat: 42.725872, Lng: -87.791653), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,600 (year 2019), Average Future Daily Traffic: 9,606 (year 2039), Design Load: HS 20, Features Intersected: LRD HOWE ST, Facility Carried by Structure: LRD 6TH ST VIADUCT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $29,000, Total Project Cost: $443,000 ( 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: B510067, Location: 0.1M W JCT STH 20 (Lat: 42.725872, Lng: -87.791653), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,600 (year 2019), Average Future Daily Traffic: 9,606 (year 2039), Design Load: HS 20, Features Intersected: LRD HOWE ST, Facility Carried by Structure: LRD 6TH ST VIADUCT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $29,000, Total Project Cost: $443,000 ( 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: B510069, Location: 0.1M N JCT STH 32 (Lat: 42.731639, Lng: -87.785544), Route carried "on" structure: State highway 38, Year Built: 1988, Status: Open, Structure Length: 8.92m (29.27ft), Average Daily Traffic: 5,200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 12,417 (year 2039), Design Load: HS 20, Features Intersected: LRD WISCONSIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 4.0m (13.1ft), Horizontal Clearance: 12.2m (40.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 33.6m (110.2ft), 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: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.8 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, Underclear: 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, 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: B510069, Location: 0.1M N JCT STH 32 (Lat: 42.731639, Lng: -87.785544), Route carried "on" structure: State highway 38, Year Built: 1988, Status: Open, Structure Length: 8.92m (29.27ft), Average Daily Traffic: 5,200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 12,417 (year 2039), Design Load: HS 20, Features Intersected: LRD WISCONSIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 4.0m (13.1ft), Horizontal Clearance: 12.2m (40.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 33.6m (110.2ft), 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: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.8 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, Underclear: 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, 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: B510107, Location: 0.5M S JCT STH 38 (Lat: 42.726869, Lng: -87.805672), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 1,483 (year 2020), Average Future Daily Traffic: 1,592 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD HORLICK DR -
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B510107, Location: 0.5M S JCT STH 38 (Lat: 42.726869, Lng: -87.805672), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 1,483 (year 2020), Average Future Daily Traffic: 1,592 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD HORLICK DR -
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B510108, Location: 0.2M S JCT STH 38 (Lat: 42.730289, Lng: -87.802064), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 1,483 (year 2020), Average Future Daily Traffic: 1,592 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD HORLICK DR - N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than 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 48 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B510108, Location: 0.2M S JCT STH 38 (Lat: 42.730289, Lng: -87.802064), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 1,483 (year 2020), Average Future Daily Traffic: 1,592 (year 2039), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD HORLICK DR - N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than 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 48 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B510128, Location: 0.25 MI N JCT STH 11 (Lat: 42.698592, Lng: -87.953569), Route carried "on" structure: Interstate 41, Year Built: 2018, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 44,700 (year 2019), Average Future Daily Traffic: 52,000 (year 2038), Design Load: HL 93, Features Intersected: LRD 58TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Operating Rating: 58.6 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: B510128, Location: 0.25 MI N JCT STH 11 (Lat: 42.698592, Lng: -87.953569), Route carried "on" structure: Interstate 41, Year Built: 2018, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 44,700 (year 2019), Average Future Daily Traffic: 52,000 (year 2038), Design Load: HL 93, Features Intersected: LRD 58TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Operating Rating: 58.6 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: P510705, Location: 0.6M N JCT STH 20 (Lat: 42.723533, Lng: -87.798839), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 11,700 (year 2019), Average Future Daily Traffic: 13,100 (year 2037), Design Load: H 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD MEMORIAL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: P510705, Location: 0.6M N JCT STH 20 (Lat: 42.723533, Lng: -87.798839), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 11,700 (year 2019), Average Future Daily Traffic: 13,100 (year 2037), Design Load: H 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD MEMORIAL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: P510709, Location: 0.8M W JCT STH 20 (Lat: 42.725944, Lng: -87.805303), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1983, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 9,900 (year 2019), Average Future Daily Traffic: 12,300 (year 2040), Design Load: HS 20, Features Intersected: LRD HORLICK DR, ROOT RIV, Facility Carried by Structure: LRD W 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 39.5m (129.6ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Very good, Operating Rating: 45.7 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: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $854,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,281,000 ( 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: P510709, Location: 0.8M W JCT STH 20 (Lat: 42.725944, Lng: -87.805303), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1983, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 9,900 (year 2019), Average Future Daily Traffic: 12,300 (year 2040), Design Load: HS 20, Features Intersected: LRD HORLICK DR, ROOT RIV, Facility Carried by Structure: LRD W 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 39.5m (129.6ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Very good, Operating Rating: 45.7 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: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $854,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,281,000 ( 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: B510013, Location: 1.2M N JCT STH 11 (Lat: 42.714853, Lng: -87.799297), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2019), Features Intersected: LRD MEMORIAL DR, Facility Carried by Structure: STH 20-WASHINGTON
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: B510013, Location: 1.2M N JCT STH 11 (Lat: 42.714853, Lng: -87.799297), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2019), Features Intersected: LRD MEMORIAL DR, Facility Carried by Structure: STH 20-WASHINGTON
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: B510067, Location: CITY OF RACINE (Lat: 42.725872, Lng: -87.791653), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 75 (year 2019), Features Intersected: LRD HOWE ST, Facility Carried by Structure: LRD 6TH ST VIADUCT
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: B510067, Location: CITY OF RACINE (Lat: 42.725872, Lng: -87.791653), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 75 (year 2019), Features Intersected: LRD HOWE ST, Facility Carried by Structure: LRD 6TH ST VIADUCT
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft)
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Structure Number: B510069, Location: 0.3M N JCT STH 20 (Lat: 42.731639, Lng: -87.785544), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 3,100 (year 2019), Features Intersected: LRD WISCONSIN AVE, Facility Carried by Structure: STH 38-STATE ST
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Movable - Bascule, Length of Maximum Span: 33.6m (110.2ft)
Structure Number: B510069, Location: 0.3M N JCT STH 20 (Lat: 42.731639, Lng: -87.785544), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 3,100 (year 2019), Features Intersected: LRD WISCONSIN AVE, Facility Carried by Structure: STH 38-STATE ST
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Movable - Bascule, Length of Maximum Span: 33.6m (110.2ft)
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Structure Number: B510128, Location: 1.1M W JCT STH 11 (Lat: 42.698592, Lng: -87.953569), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2018), Features Intersected: LRD 58TH RD, Facility Carried by Structure: IH 41 NB/94 WB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: B510128, Location: 1.1M W JCT STH 11 (Lat: 42.698592, Lng: -87.953569), Route carried "under" structure: City street , Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2018), Features Intersected: LRD 58TH RD, Facility Carried by Structure: IH 41 NB/94 WB
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: P510706, Location: 0.3M S JCT STH 38 (Lat: 42.726736, Lng: -87.797025), Route carried "under" structure: City street , Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2019), Features Intersected: LRD MOUND AVE, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.6m (21.7ft)
Structure Number: P510706, Location: 0.3M S JCT STH 38 (Lat: 42.726736, Lng: -87.797025), Route carried "under" structure: City street , Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2019), Features Intersected: LRD MOUND AVE, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.6m (21.7ft)
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Structure Number: P510709, Location: CITY OF RACINE (Lat: 42.725944, Lng: -87.805303), Route carried "under" structure: City street , Year Built: 1929, Structure Length: 0. m, Average Daily Traffic: 500 (year 2019), Features Intersected: LRD HORLICK DR, ROOT RIV, Facility Carried by Structure: LRD W 6TH ST
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 39.5m (129.6ft)
Structure Number: P510709, Location: CITY OF RACINE (Lat: 42.725944, Lng: -87.805303), Route carried "under" structure: City street , Year Built: 1929, Structure Length: 0. m, Average Daily Traffic: 500 (year 2019), Features Intersected: LRD HORLICK DR, ROOT RIV, Facility Carried by Structure: LRD W 6TH ST
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 39.5m (129.6ft)
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Structure Number: P51071, Location: 0.2M W JCT STH 20 (Lat: 42.722689, Lng: -87.796283), Route carried "under" structure: City street , Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2019), Features Intersected: LRD 9TH ST, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft)
Structure Number: P51071, Location: 0.2M W JCT STH 20 (Lat: 42.722689, Lng: -87.796283), Route carried "under" structure: City street , Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2019), Features Intersected: LRD 9TH ST, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft)
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Structure Number: P510715, Location: 0.4M W JCT STH 20 (Lat: 42.726044, Lng: -87.796894), Route carried "under" structure: City street , Year Built: 1925, Structure Length: 0. m, Average Daily Traffic: 10,220 (year 2019), Features Intersected: LRD W 6TH ST, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.3m (37.1ft)
Structure Number: P510715, Location: 0.4M W JCT STH 20 (Lat: 42.726044, Lng: -87.796894), Route carried "under" structure: City street , Year Built: 1925, Structure Length: 0. m, Average Daily Traffic: 10,220 (year 2019), Features Intersected: LRD W 6TH ST, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.3m (37.1ft)