Bridge Statistics for Northfield, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 115ft / 35.4mTotal length
- $5,049,000Total costs
- 585,225Total average daily traffic
- 34,015Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Northfield
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 81940-1949
- 21970-1979
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 31980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 8.3%Excellent
- 33.3%Good
- 41.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 8.3%Excellent
- 8.3%Very good
- 25.0%Good
- 16.7%Satisfactory
- 25.0%Fair
- 8.3%Poor
- 8.3%Serious
- Bridge Condition - Substructure
- 16.7%Very good
- 41.7%Good
- 41.7%Satisfactory
- Bridge Condition - Channel
- 33.3%Very good
- 22.2%Good
- 22.2%Satisfactory
- 22.2%Fair
Find on map >> Show street view
Structure Number: 160102, Location: 0.9 M S WILLOW RD (Lat: 42.088883, Lng: -87.759667), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 2008, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 128,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 170,259 (year 2032), Design Load: HS 20+Mod, Features Intersected: SKOKIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.587, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 32.6m (107.0ft), Out-to-Out Width: 36.1m (118.4ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160102, Location: 0.9 M S WILLOW RD (Lat: 42.088883, Lng: -87.759667), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 2008, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 128,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 170,259 (year 2032), Design Load: HS 20+Mod, Features Intersected: SKOKIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.587, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 32.6m (107.0ft), Out-to-Out Width: 36.1m (118.4ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 160536, Location: 4.4 M N IL 58 (Lat: 42.101419, Lng: -87.767967), Route carried "on" structure: Other road , Year Built: 1949, Year Reconstructed: 1991, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 25,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 26,368 (year 2032), Design Load: HS 20, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.266, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,565,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160536, Location: 4.4 M N IL 58 (Lat: 42.101419, Lng: -87.767967), Route carried "on" structure: Other road , Year Built: 1949, Year Reconstructed: 1991, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 25,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 26,368 (year 2032), Design Load: HS 20, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.266, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,565,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 160815, Location: 5.5 M N IL 58 (Lat: 42.116144, Lng: -87.778189), Route carried "on" structure: Other road , Year Built: 1949, Year Reconstructed: 1989, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 5,100 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,240 (year 2032), Design Load: HS 20, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: TOWER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160815, Location: 5.5 M N IL 58 (Lat: 42.116144, Lng: -87.778189), Route carried "on" structure: Other road , Year Built: 1949, Year Reconstructed: 1989, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 5,100 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,240 (year 2032), Design Load: HS 20, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: TOWER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 160818, Location: 0.4 M E I-94 (Lat: 42.101325, Lng: -87.759156), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1993, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 16,583 (year 2032), Features Intersected: SKOKIE RIVER, Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: 3.32m (10.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Bridge Improvement Cost: $621,000, Roadway Improvement Cost: $62,000, Total Project Cost: $932,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160818, Location: 0.4 M E I-94 (Lat: 42.101325, Lng: -87.759156), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1993, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 16,583 (year 2032), Features Intersected: SKOKIE RIVER, Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: 3.32m (10.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Bridge Improvement Cost: $621,000, Roadway Improvement Cost: $62,000, Total Project Cost: $932,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 160923, Location: 3.8 M N IL 58 (Lat: 42.094061, Lng: -87.763400), Route carried "on" structure: Other road , Year Built: 1948, Year Reconstructed: 1984, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 7,400 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 9,579 (year 2032), Design Load: HS 20, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: WINNETKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $50,000, Total Project Cost: $752,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 160923, Location: 3.8 M N IL 58 (Lat: 42.094061, Lng: -87.763400), Route carried "on" structure: Other road , Year Built: 1948, Year Reconstructed: 1984, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 7,400 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 9,579 (year 2032), Design Load: HS 20, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: WINNETKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $50,000, Total Project Cost: $752,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 161162, Location: 0.3 M E I-94 (Lat: 42.094017, Lng: -87.757147), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 2019, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 7,450 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 8,034 (year 2032), Design Load: HS 25 or greater, Features Intersected: SKOKIE RIVER, Facility Carried by Structure: WINNETKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 54.4 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: 38.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $64,000, Total Project Cost: $960,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 161162, Location: 0.3 M E I-94 (Lat: 42.094017, Lng: -87.757147), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 2019, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 7,450 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 8,034 (year 2032), Design Load: HS 25 or greater, Features Intersected: SKOKIE RIVER, Facility Carried by Structure: WINNETKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 54.4 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: 38.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $64,000, Total Project Cost: $960,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 162844, Location: 1.0 M E of IL 43 (Lat: 42.101506, Lng: -87.773917), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 25,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,700 (year 2037), Design Load: HS 25 or greater, Features Intersected: M F N BR Chicago Riv, Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.768, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.3 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: 55.7 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 162844, Location: 1.0 M E of IL 43 (Lat: 42.101506, Lng: -87.773917), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 25,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 25,700 (year 2037), Design Load: HS 25 or greater, Features Intersected: M F N BR Chicago Riv, Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.768, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.3 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: 55.7 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 163089, Location: 0.75 M E LEE RD P14 (Lat: 42.094139, Lng: -87.770889), Route carried "on" structure: Other road , Year Built: 1946, Year Reconstructed: 1974, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 7,400 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 9,579 (year 2032), Features Intersected: N BR CHICAGO RIVER, Facility Carried by Structure: WINNETKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $56,000, Total Project Cost: $840,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 163089, Location: 0.75 M E LEE RD P14 (Lat: 42.094139, Lng: -87.770889), Route carried "on" structure: Other road , Year Built: 1946, Year Reconstructed: 1974, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 7,400 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 9,579 (year 2032), Features Intersected: N BR CHICAGO RIVER, Facility Carried by Structure: WINNETKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $56,000, Total Project Cost: $840,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 163255, Location: 3.5 M N IL-58 P12 (Lat: 42.088861, Lng: -87.759892), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,450 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,957 (year 2032), Design Load: HS 20, Features Intersected: SKOKIE RIVER, Facility Carried by Structure: EDENS FRT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 87.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2019, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 163255, Location: 3.5 M N IL-58 P12 (Lat: 42.088861, Lng: -87.759892), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,450 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,957 (year 2032), Design Load: HS 20, Features Intersected: SKOKIE RIVER, Facility Carried by Structure: EDENS FRT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 87.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2019, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 164012, Location: 0.2 E SUNSET RGE P14 (Lat: 42.116422, Lng: -87.785572), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 335 (year 2032), Design Load: HS 20, Features Intersected: N Br Chic Rv, Facility Carried by Structure: TR-1302 Sunset Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 164012, Location: 0.2 E SUNSET RGE P14 (Lat: 42.116422, Lng: -87.785572), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 335 (year 2032), Design Load: HS 20, Features Intersected: N Br Chic Rv, Facility Carried by Structure: TR-1302 Sunset Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 164013, Location: 0.2 E SUNSET RGE P14 (Lat: 42.116981, Lng: -87.787139), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 283 (year 2032), Design Load: HS 20, Features Intersected: N BR CHICAGO RIV, Facility Carried by Structure: MEADOWBROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 164013, Location: 0.2 E SUNSET RGE P14 (Lat: 42.116981, Lng: -87.787139), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 283 (year 2032), Design Load: HS 20, Features Intersected: N BR CHICAGO RIV, Facility Carried by Structure: MEADOWBROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 167595, Location: 0.3 M W US41 P14 (Lat: 42.105231, Lng: -87.778794), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 1,350 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 318 (year 2032), Design Load: HS 20, Features Intersected: MID FK N BR CHI RIV, Facility Carried by Structure: OLD WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 167595, Location: 0.3 M W US41 P14 (Lat: 42.105231, Lng: -87.778794), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 1,350 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 318 (year 2032), Design Load: HS 20, Features Intersected: MID FK N BR CHI RIV, Facility Carried by Structure: OLD WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 160536, Location: 4.4 M N IL 58 (Lat: 42.101419, Lng: -87.767794), Route carried "under" structure: Interstate 94, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 119,100 (year 2021), Truck Traffic: 6%, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 53.091, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 160536, Location: 4.4 M N IL 58 (Lat: 42.101419, Lng: -87.767794), Route carried "under" structure: Interstate 94, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 119,100 (year 2021), Truck Traffic: 6%, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 53.091, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Find on map >> Show street view
Structure Number: 160815, Location: 5.5 M N IL 58 (Lat: 42.116136, Lng: -87.777694), Route carried "under" structure: Interstate 94, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 109,600 (year 2021), Truck Traffic: 6%, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: TOWER RD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 51.256, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 160815, Location: 5.5 M N IL 58 (Lat: 42.116136, Lng: -87.777694), Route carried "under" structure: Interstate 94, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 109,600 (year 2021), Truck Traffic: 6%, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: TOWER RD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 51.256, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Find on map >> Show street view
Structure Number: 160923, Location: 3.8 M N IL 58 (Lat: 42.094056, Lng: -87.762997), Route carried "under" structure: Interstate 94, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 128,400 (year 2021), Truck Traffic: 6%, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: WINNETKA RD
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 53.976, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 160923, Location: 3.8 M N IL 58 (Lat: 42.094056, Lng: -87.762997), Route carried "under" structure: Interstate 94, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 128,400 (year 2021), Truck Traffic: 6%, Features Intersected: I- 94, US41 EDENS, Facility Carried by Structure: WINNETKA RD
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 53.976, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)