Bridge Statistics for Prospect Heights, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 151ft / 45.5mTotal length
- $4,940,000Total costs
- 287,400Total average daily traffic
- 24,107Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Prospect Heights
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 51960-1969
- 11980-1989
- 11990-1999
- 52000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 20.0%Very good
- 40.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Substructure
- 10.0%Very good
- 80.0%Good
- 10.0%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 20.0%Fair
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Structure Number: 160272, Location: E US 45 (MILWAUKEE) (Lat: 42.109419, Lng: -87.888019), Route carried "on" structure: Other road , Year Built: 1925, Year Reconstructed: 2020, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 6,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,725 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: PALATINE WB FRNT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $930,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,395,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160272, Location: E US 45 (MILWAUKEE) (Lat: 42.109419, Lng: -87.888019), Route carried "on" structure: Other road , Year Built: 1925, Year Reconstructed: 2020, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 6,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,725 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: PALATINE WB FRNT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $930,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,395,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160273, Location: E US 45 (MILWAUKEE) (Lat: 42.108522, Lng: -87.888000), Route carried "on" structure: Other road , Year Built: 1965, Year Reconstructed: 2021, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 5,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,253 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: PALATINE EB FRNT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 20330A40, Subroute: 20), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $928,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,392,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160273, Location: E US 45 (MILWAUKEE) (Lat: 42.108522, Lng: -87.888000), Route carried "on" structure: Other road , Year Built: 1965, Year Reconstructed: 2021, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 5,400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 5,253 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: PALATINE EB FRNT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 20330A40, Subroute: 20), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $928,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,392,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16053, Location: 0.1 M E US 45 (Lat: 42.108947, Lng: -87.887425), Route carried "on" structure: Other road , Year Built: 1965, Year Reconstructed: 2006, Status: Open, Structure Length: 8.30m (27.23ft), Average Daily Traffic: 42,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 47,071 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.064, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.4m (83.3ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.8 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,319,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,979,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16053, Location: 0.1 M E US 45 (Lat: 42.108947, Lng: -87.887425), Route carried "on" structure: Other road , Year Built: 1965, Year Reconstructed: 2006, Status: Open, Structure Length: 8.30m (27.23ft), Average Daily Traffic: 42,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 47,071 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.064, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.4m (83.3ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.8 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,319,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,979,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160558, Location: .5 M S PALATINE RD (Lat: 42.108117, Lng: -87.936756), Route carried "on" structure: State highway 83, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 18,849 (year 2032), Design Load: HS 20+Mod, Features Intersected: MCDONALD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.197, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 50.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 160558, Location: .5 M S PALATINE RD (Lat: 42.108117, Lng: -87.936756), Route carried "on" structure: State highway 83, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 18,849 (year 2032), Design Load: HS 20+Mod, Features Intersected: MCDONALD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.197, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 50.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 162786, Location: 1.2 M W I-294 (Lat: 42.108394, Lng: -87.889900), Route carried "on" structure: Other road , Year Built: 2005, Year Reconstructed: 2006, Status: Open, Structure Length: 5.87m (19.26ft), Average Daily Traffic: 42,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 47,071 (year 2032), Design Load: HS 20, Features Intersected: IL 21,US 45 MILWKE, Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.870, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 162786, Location: 1.2 M W I-294 (Lat: 42.108394, Lng: -87.889900), Route carried "on" structure: Other road , Year Built: 2005, Year Reconstructed: 2006, Status: Open, Structure Length: 5.87m (19.26ft), Average Daily Traffic: 42,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 47,071 (year 2032), Design Load: HS 20, Features Intersected: IL 21,US 45 MILWKE, Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.870, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 162812, Location: 0.5 M S IL 68 (Lat: 42.109753, Lng: -87.936772), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 10.65m (34.94ft), Average Daily Traffic: 34,200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 36,565 (year 2032), Design Load: HS 20, Features Intersected: IL 83 (ELMHURST RD), Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.960, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.4 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 162812, Location: 0.5 M S IL 68 (Lat: 42.109753, Lng: -87.936772), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 10.65m (34.94ft), Average Daily Traffic: 34,200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 36,565 (year 2032), Design Load: HS 20, Features Intersected: IL 83 (ELMHURST RD), Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.960, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.4 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 163097, Location: 0.7 M N PALATINE P25 (Lat: 42.120794, Lng: -87.946519), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,386 (year 2032), Design Load: HS 20, Features Intersected: MCDONALD CREEK, Facility Carried by Structure: SCHOENBECK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $12,000, Total Project Cost: $174,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 163097, Location: 0.7 M N PALATINE P25 (Lat: 42.120794, Lng: -87.946519), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,386 (year 2032), Design Load: HS 20, Features Intersected: MCDONALD CREEK, Facility Carried by Structure: SCHOENBECK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $12,000, Total Project Cost: $174,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 163108, Location: 0.2 PALATINE P25 (Lat: 42.106303, Lng: -87.927081), Route carried "on" structure: Other road , Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,489 (year 2032), Design Load: HS 20, Features Intersected: MCDONALD CR, Facility Carried by Structure: FAU-2682 WHEELING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 163108, Location: 0.2 PALATINE P25 (Lat: 42.106303, Lng: -87.927081), Route carried "on" structure: Other road , Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,489 (year 2032), Design Load: HS 20, Features Intersected: MCDONALD CR, Facility Carried by Structure: FAU-2682 WHEELING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 163254, Location: .25 M.W. WOLF RD (Lat: 42.095181, Lng: -87.913183), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 6,450 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 7,622 (year 2032), Design Load: HS 20, Features Intersected: MCDONALD CREEK, Facility Carried by Structure: CAMP MCDONALD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.532, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 163254, Location: .25 M.W. WOLF RD (Lat: 42.095181, Lng: -87.913183), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 6,450 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 7,622 (year 2032), Design Load: HS 20, Features Intersected: MCDONALD CREEK, Facility Carried by Structure: CAMP MCDONALD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.532, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 166566, Location: 0.3 M SE US 45 (Lat: 42.101522, Lng: -87.884058), Route carried "on" structure: State highway 21, Year Built: 2009, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 47,700 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 20,806 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.394, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 166566, Location: 0.3 M SE US 45 (Lat: 42.101522, Lng: -87.884058), Route carried "on" structure: State highway 21, Year Built: 2009, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 47,700 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 20,806 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.394, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 167947, Location: 0.3 M WEST OF IL 83 (Lat: 42.109775, Lng: -87.943081), Route carried "on" structure: Other road , Year Built: 2010, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 29,300 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 31,312 (year 2032), Features Intersected: MCDONALD CREEK, Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.477, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.5 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Structure Number: 167947, Location: 0.3 M WEST OF IL 83 (Lat: 42.109775, Lng: -87.943081), Route carried "on" structure: Other road , Year Built: 2010, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 29,300 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 31,312 (year 2032), Features Intersected: MCDONALD CREEK, Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.477, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.5 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
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Structure Number: 168285, Location: 0.1 MI S PALATINE RD (Lat: 42.111417, Lng: -87.935292), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 103 (year 2032), Design Load: HS 20, Features Intersected: MCDONALD CREEK, Facility Carried by Structure: MAPLE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 168285, Location: 0.1 MI S PALATINE RD (Lat: 42.111417, Lng: -87.935292), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 103 (year 2032), Design Load: HS 20, Features Intersected: MCDONALD CREEK, Facility Carried by Structure: MAPLE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 162786, Location: 1.2 M W I-294 (Lat: 42.108394, Lng: -87.889900), Route carried "under" structure: US 45, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 29,000 (year 2021), Truck Traffic: 3%, Features Intersected: IL 21,US 45 MILWKE, Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 637.122, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 162786, Location: 1.2 M W I-294 (Lat: 42.108394, Lng: -87.889900), Route carried "under" structure: US 45, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 29,000 (year 2021), Truck Traffic: 3%, Features Intersected: IL 21,US 45 MILWKE, Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 637.122, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 162812, Location: 0.5 M S IL 68 (Lat: 42.109939, Lng: -87.936769), Route carried "under" structure: State highway 83, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 14%, Features Intersected: IL 83 (ELMHURST RD), Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 99.406, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 162812, Location: 0.5 M S IL 68 (Lat: 42.109939, Lng: -87.936769), Route carried "under" structure: State highway 83, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 14%, Features Intersected: IL 83 (ELMHURST RD), Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 99.406, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)