Bridge Statistics for Des Plaines, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 93Number of bridges
- 728ft / 222mTotal length
- $9,749,000Total costs
- 4,648,725Total average daily traffic
- 424,743Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Des Plaines
- No street view available for this location
- New bridges - historical statistics
- 41900-1909
- 51920-1929
- 61930-1939
- 11940-1949
- 321950-1959
- 31960-1969
- 11980-1989
- 31990-1999
- 82000-2009
- 302010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 41970-1979
- 21980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 34.0%Very good
- 31.9%Good
- 25.5%Satisfactory
- 6.4%Fair
- 2.1%Poor
- Bridge Condition - Superstructure
- 50.0%Very good
- 22.9%Good
- 14.6%Satisfactory
- 10.4%Fair
- 2.1%Serious
- Bridge Condition - Substructure
- 31.3%Very good
- 47.9%Good
- 18.8%Satisfactory
- 2.1%Fair
- Bridge Condition - Channel
- 4.2%Excellent
- 45.8%Very good
- 16.7%Good
- 20.8%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 30.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
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Structure Number: 160236, Location: 1.5 M E IL 83 (Lat: 42.052150, Lng: -87.911339), Route carried "on" structure: US 14, Year Built: 1933, Year Reconstructed: 1983, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 12,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 16,480 (year 2032), Design Load: HS 20+Mod, Features Intersected: IL 58 (WOLF RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.631, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160236, Location: 1.5 M E IL 83 (Lat: 42.052150, Lng: -87.911339), Route carried "on" structure: US 14, Year Built: 1933, Year Reconstructed: 1983, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 12,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 16,480 (year 2032), Design Load: HS 20+Mod, Features Intersected: IL 58 (WOLF RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.631, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160238, Location: 0.7 M W I-294 (Lat: 42.039514, Lng: -87.883136), Route carried "on" structure: US 14, Year Built: 1925, Year Reconstructed: 1986, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 18,400 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,922 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.399, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.6 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 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160238, Location: 0.7 M W I-294 (Lat: 42.039514, Lng: -87.883136), Route carried "on" structure: US 14, Year Built: 1925, Year Reconstructed: 1986, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 18,400 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,922 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.399, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.6 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 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160239, Location: 0.4 M SE US 14 (Lat: 42.035711, Lng: -87.875503), Route carried "on" structure: Other road , Year Built: 1930, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,000 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 17,922 (year 2032), Features Intersected: PRAIRE CREEK, Facility Carried by Structure: BUSSE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.272, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 60.6 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160239, Location: 0.4 M SE US 14 (Lat: 42.035711, Lng: -87.875503), Route carried "on" structure: Other road , Year Built: 1930, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,000 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 17,922 (year 2032), Features Intersected: PRAIRE CREEK, Facility Carried by Structure: BUSSE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.272, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 60.6 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160362, Location: 0.5 M NW DEMPSTER RD (Lat: 42.044967, Lng: -87.879433), Route carried "on" structure: Other road , Year Built: 1928, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 22,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 28,943 (year 2032), Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: RAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $826,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
Structure Number: 160362, Location: 0.5 M NW DEMPSTER RD (Lat: 42.044967, Lng: -87.879433), Route carried "on" structure: Other road , Year Built: 1928, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 22,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 28,943 (year 2032), Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: RAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $826,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
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Structure Number: 160941, Location: 1 M SE US 45 (Lat: 42.037936, Lng: -87.869953), Route carried "on" structure: Other road , Year Built: 1957, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 17,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 16,171 (year 2032), Design Load: HS 20+Mod, Features Intersected: CREEK, Facility Carried by Structure: NORTHWEST HWY (RAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 160941, Location: 1 M SE US 45 (Lat: 42.037936, Lng: -87.869953), Route carried "on" structure: Other road , Year Built: 1957, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 17,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 16,171 (year 2032), Design Load: HS 20+Mod, Features Intersected: CREEK, Facility Carried by Structure: NORTHWEST HWY (RAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 160974, Location: 2.9 M W US 45 (Lat: 42.008289, Lng: -87.924964), Route carried "on" structure: State highway 72, Year Built: 1931, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 28,200 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 39,243 (year 2032), Features Intersected: HIGGINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.836, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 160974, Location: 2.9 M W US 45 (Lat: 42.008289, Lng: -87.924964), Route carried "on" structure: State highway 72, Year Built: 1931, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 28,200 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 39,243 (year 2032), Features Intersected: HIGGINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.836, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 161033, Location: 0.1 M E I-294 (Lat: 42.039078, Lng: -87.867200), Route carried "on" structure: US 14, Year Built: 1928, Year Reconstructed: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 39,900 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 42,745 (year 2032), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.783, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 161033, Location: 0.1 M E I-294 (Lat: 42.039078, Lng: -87.867200), Route carried "on" structure: US 14, Year Built: 1928, Year Reconstructed: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 39,900 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 42,745 (year 2032), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.783, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 161034, Location: 0.5 M E US 12 (Lat: 42.043133, Lng: -87.866011), Route carried "on" structure: Other road , Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 7,450 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 7,828 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: BALLARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Other
Structure Number: 161034, Location: 0.5 M E US 12 (Lat: 42.043133, Lng: -87.866011), Route carried "on" structure: Other road , Year Built: 1937, Year Reconstructed: 1970, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 7,450 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 7,828 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: BALLARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Other
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Structure Number: 161506, Location: .3M S of Oakton (Lat: 42.017964, Lng: -87.940117), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 34,800 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 34,608 (year 2032), Design Load: HS 25 or greater, Features Intersected: I- 90 ADAMS TOLLWAY, Facility Carried by Structure: ELMHURST SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.9m (150.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 161506, Location: .3M S of Oakton (Lat: 42.017964, Lng: -87.940117), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 34,800 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 34,608 (year 2032), Design Load: HS 25 or greater, Features Intersected: I- 90 ADAMS TOLLWAY, Facility Carried by Structure: ELMHURST SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.9m (150.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 161507, Location: 0.3 M S of Oakton (Lat: 42.017964, Lng: -87.940117), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 34,800 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 34,608 (year 2032), Design Load: HS 25 or greater, Features Intersected: I- 90 ADAMS TOLLWAY, Facility Carried by Structure: ELMHURST NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.9m (150.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.7 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 161507, Location: 0.3 M S of Oakton (Lat: 42.017964, Lng: -87.940117), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 34,800 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 34,608 (year 2032), Design Load: HS 25 or greater, Features Intersected: I- 90 ADAMS TOLLWAY, Facility Carried by Structure: ELMHURST NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.9m (150.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.7 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 161508, Location: .08M S of Oaktom (Lat: 42.021450, Lng: -87.940564), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 29,400 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 27,900 (year 2041), Design Load: HS 25 or greater, Features Intersected: HIGGINS CREEK, Facility Carried by Structure: ELMHURST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 69.3 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: 53.5 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 161508, Location: .08M S of Oaktom (Lat: 42.021450, Lng: -87.940564), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 29,400 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 27,900 (year 2041), Design Load: HS 25 or greater, Features Intersected: HIGGINS CREEK, Facility Carried by Structure: ELMHURST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 69.3 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: 53.5 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 161509, Location: 0.5 M W of US 45 (Lat: 42.005464, Lng: -87.894206), Route carried "on" structure: State highway 72, Year Built: 2014, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 18,300 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 30,591 (year 2032), Design Load: HS 25 or greater, Features Intersected: I- 90 ADAMS TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.717, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.4 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: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 161509, Location: 0.5 M W of US 45 (Lat: 42.005464, Lng: -87.894206), Route carried "on" structure: State highway 72, Year Built: 2014, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 18,300 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 30,591 (year 2032), Design Load: HS 25 or greater, Features Intersected: I- 90 ADAMS TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.717, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 30.3m (99.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.4 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: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 162009, Location: 0.1 M S IL 58 (Lat: 42.048706, Lng: -87.912108), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 9,650 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 13,287 (year 2032), Features Intersected: WELLERS DITCH, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $4,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 162009, Location: 0.1 M S IL 58 (Lat: 42.048706, Lng: -87.912108), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 9,650 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 13,287 (year 2032), Features Intersected: WELLERS DITCH, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $4,000, Total Project Cost: $49,000, 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: 162421, Location: 0.2 M E MT PROSPECT (Lat: 42.049308, Lng: -87.918033), Route carried "on" structure: State highway 58, Year Built: 1928, Year Reconstructed: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 27,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 27,913 (year 2032), Design Load: HS 20, Features Intersected: WELLER'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.112, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Out-to-Out Width: 34.0m (111.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.6 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 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: May 2021
Structure Number: 162421, Location: 0.2 M E MT PROSPECT (Lat: 42.049308, Lng: -87.918033), Route carried "on" structure: State highway 58, Year Built: 1928, Year Reconstructed: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 27,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 27,913 (year 2032), Design Load: HS 20, Features Intersected: WELLER'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.112, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Out-to-Out Width: 34.0m (111.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.6 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 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: May 2021
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Structure Number: 162533, Location: 0.2 M S OF US 45 (Lat: 41.996978, Lng: -87.879458), Route carried "on" structure: State highway 72, Year Built: 1984, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 16,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 26,265 (year 2032), Design Load: HS 20, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.616, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.6 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 162533, Location: 0.2 M S OF US 45 (Lat: 41.996978, Lng: -87.879458), Route carried "on" structure: State highway 72, Year Built: 1984, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 16,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 26,265 (year 2032), Design Load: HS 20, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.616, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.6 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 162601, Location: 0.4 M W I-294 (Lat: 42.024947, Lng: -87.875264), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 15,200 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 29,870 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: IL 62 (OAKTON ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.407, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 162601, Location: 0.4 M W I-294 (Lat: 42.024947, Lng: -87.875264), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 15,200 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 29,870 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: IL 62 (OAKTON ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.407, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 162624, Location: .25 E OF SEEGER RD (Lat: 42.049681, Lng: -87.905792), Route carried "on" structure: US 14, Year Built: 1968, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 12,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 16,480 (year 2032), Design Load: HS 20, Features Intersected: WELLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.162, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 24 months, Inspection Date: Febuary 2021
Structure Number: 162624, Location: .25 E OF SEEGER RD (Lat: 42.049681, Lng: -87.905792), Route carried "on" structure: US 14, Year Built: 1968, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 12,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 16,480 (year 2032), Design Load: HS 20, Features Intersected: WELLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.162, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 24 months, Inspection Date: Febuary 2021
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Structure Number: 162735, Location: 2.1 MI S. US 45 (Lat: 42.052358, Lng: -87.866581), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 3,600 (year 2020), Average Future Daily Traffic: 3,296 (year 2032), Design Load: HS 20, Features Intersected: Golf Road, Facility Carried by Structure: TRI-STATE294
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 10294040, Subroute: 30), Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.2m (33.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 162735, Location: 2.1 MI S. US 45 (Lat: 42.052358, Lng: -87.866581), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 3,600 (year 2020), Average Future Daily Traffic: 3,296 (year 2032), Design Load: HS 20, Features Intersected: Golf Road, Facility Carried by Structure: TRI-STATE294
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 10294040, Subroute: 30), Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.2m (33.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 162741, Location: 1 MI SOUTH ILL 58 (Lat: 42.056439, Lng: -87.868275), Route carried "on" structure: Interstate 294, Year Built: 1959, Year Reconstructed: 2008, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 52,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 57,165 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.118, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 94.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 162741, Location: 1 MI SOUTH ILL 58 (Lat: 42.056439, Lng: -87.868275), Route carried "on" structure: Interstate 294, Year Built: 1959, Year Reconstructed: 2008, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 52,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 57,165 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.118, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 94.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 162772, Location: 0.1 M E US 45 (Lat: 42.054456, Lng: -87.887703), Route carried "on" structure: State highway 58, Year Built: 2004, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 26,100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 34,402 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.912, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 162772, Location: 0.1 M E US 45 (Lat: 42.054456, Lng: -87.887703), Route carried "on" structure: State highway 58, Year Built: 2004, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 26,100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 34,402 (year 2032), Design Load: HS 20, Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.912, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 162817, Location: 0.1 M N IL 72 (Lat: 41.999142, Lng: -87.884539), Route carried "on" structure: US 12, Year Built: 2003, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 29,200 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 43,157 (year 2032), Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.511, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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: April 2021, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 162817, Location: 0.1 M N IL 72 (Lat: 41.999142, Lng: -87.884539), Route carried "on" structure: US 12, Year Built: 2003, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 29,200 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 43,157 (year 2032), Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.511, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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: April 2021, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 163013, Location: .15 M N DEMPSTER ST (Lat: 42.041378, Lng: -87.859989), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 8,750 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 5,974 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: FAU-2723 (POTTER R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 23 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: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 163013, Location: .15 M N DEMPSTER ST (Lat: 42.041378, Lng: -87.859989), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 8,750 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 5,974 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: FAU-2723 (POTTER R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 23 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: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 163051, Location: 0.2 M N ILL 58 P11 (Lat: 42.051494, Lng: -87.921219), Route carried "on" structure: Other road , Year Built: 1947, Year Reconstructed: 1986, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 16,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 16,100 (year 2037), Design Load: H 20, Features Intersected: WELLER'S DITCH, Facility Carried by Structure: MT PROSPECT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.6m (51.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Bituminous
Structure Number: 163051, Location: 0.2 M N ILL 58 P11 (Lat: 42.051494, Lng: -87.921219), Route carried "on" structure: Other road , Year Built: 1947, Year Reconstructed: 1986, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 16,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 16,100 (year 2037), Design Load: H 20, Features Intersected: WELLER'S DITCH, Facility Carried by Structure: MT PROSPECT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.6m (51.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Bituminous
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Structure Number: 166809, Location: 0.5 M. S OF IL 58 (Lat: 42.045464, Lng: -87.916581), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 475 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 515 (year 2032), Design Load: HS 20, Features Intersected: WELLER CREEK, Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.3m (20.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Fair, 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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 166809, Location: 0.5 M. S OF IL 58 (Lat: 42.045464, Lng: -87.916581), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 475 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 515 (year 2032), Design Load: HS 20, Features Intersected: WELLER CREEK, Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.3m (20.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Fair, 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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 166845, Location: DESPLAINS RIV P11 (Lat: 42.031700, Lng: -87.877611), Route carried "on" structure: Other road , Year Built: 1927, Year Reconstructed: 1982, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 8,343 (year 2032), Design Load: HS 20, Features Intersected: DESPLAINES RIV, Facility Carried by Structure: ALGONQUIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.267, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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 corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,047,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,571,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 166845, Location: DESPLAINS RIV P11 (Lat: 42.031700, Lng: -87.877611), Route carried "on" structure: Other road , Year Built: 1927, Year Reconstructed: 1982, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 8,343 (year 2032), Design Load: HS 20, Features Intersected: DESPLAINES RIV, Facility Carried by Structure: ALGONQUIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.267, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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 corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,047,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,571,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16685, Location: 250 ft N of IL 72 (Lat: 41.998603, Lng: -87.882789), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 1,950 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,989 (year 2038), Design Load: HS 25 or greater, Features Intersected: Willow Creek, Facility Carried by Structure: Orchard Place
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 16685, Location: 250 ft N of IL 72 (Lat: 41.998603, Lng: -87.882789), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 1,950 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,989 (year 2038), Design Load: HS 25 or greater, Features Intersected: Willow Creek, Facility Carried by Structure: Orchard Place
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 169605, Location: 1.2 Mi E. Ill Rte 83 (Lat: 42.016578, Lng: -87.933375), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Higgins Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.217, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 61.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 169605, Location: 1.2 Mi E. Ill Rte 83 (Lat: 42.016578, Lng: -87.933375), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Higgins Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.217, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 61.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 169606, Location: 2 Mi E. Ill Rte 83 (Lat: 42.013306, Lng: -87.920975), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Mt. Prospect Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.215, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 35.2m (115.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 35.2m (115.5ft), Out-to-Out Width: 36.5m (119.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.3 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 169606, Location: 2 Mi E. Ill Rte 83 (Lat: 42.013306, Lng: -87.920975), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Mt. Prospect Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.215, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 35.2m (115.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 35.2m (115.5ft), Out-to-Out Width: 36.5m (119.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.3 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 169607, Location: 2.1 Mi E. Ill Rte 83 (Lat: 42.012803, Lng: -87.919042), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: U.P. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.376, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 31.2m (102.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 31.2m (102.4ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: 47.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 169607, Location: 2.1 Mi E. Ill Rte 83 (Lat: 42.012803, Lng: -87.919042), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: U.P. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.376, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 31.2m (102.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 31.2m (102.4ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: 47.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 169608, Location: 2.3 Mi E. Ill Rte 83 (Lat: 42.011367, Lng: -87.913694), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: U.P. RR Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.842, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.0m (124.7ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.3 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: 41.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 169608, Location: 2.3 Mi E. Ill Rte 83 (Lat: 42.011367, Lng: -87.913694), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: U.P. RR Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.842, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.0m (124.7ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.3 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: 41.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 169609, Location: 0.3 Mi N. Ill Rte 72 (Lat: 42.010131, Lng: -87.909083), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Wolf Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.245, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.4 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: 51.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 169609, Location: 0.3 Mi N. Ill Rte 72 (Lat: 42.010131, Lng: -87.909083), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Wolf Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.245, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.4 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: 51.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16961, Location: 1.2 Mi W. US 45 (Lat: 42.009053, Lng: -87.904967), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 10.38m (34.06ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Touhy Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.550, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16961, Location: 1.2 Mi W. US 45 (Lat: 42.009053, Lng: -87.904967), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 10.38m (34.06ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Touhy Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.550, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 169612, Location: 0.1 Mi E. US 45 (Lat: 42.000133, Lng: -87.882608), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 141,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 84,563 (year 2032), Design Load: HS 25 or greater, Features Intersected: WCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.787, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 169612, Location: 0.1 Mi E. US 45 (Lat: 42.000133, Lng: -87.882608), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 141,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 84,563 (year 2032), Design Load: HS 25 or greater, Features Intersected: WCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.787, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 169613, Location: 0.5 Mi E. US 45 (Lat: 41.995647, Lng: -87.874636), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 138,100 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 81,010 (year 2032), Design Load: HS 25 or greater, Features Intersected: Higgins Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.624, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 29.3m (96.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 97.2 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: 76.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 169613, Location: 0.5 Mi E. US 45 (Lat: 41.995647, Lng: -87.874636), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 138,100 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 81,010 (year 2032), Design Load: HS 25 or greater, Features Intersected: Higgins Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.624, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 29.3m (96.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 97.2 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: 76.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 169616, Location: 1.2 Mi E. Ill Rte 83 (Lat: 42.016508, Lng: -87.933083), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Higgins Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.233, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 61.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 169616, Location: 1.2 Mi E. Ill Rte 83 (Lat: 42.016508, Lng: -87.933083), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Higgins Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.233, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 61.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 169617, Location: 2 Mi E. Ill Rte 83 (Lat: 42.013231, Lng: -87.920711), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Mt. Prospect Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.231, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 34.7m (113.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 60.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 169617, Location: 2 Mi E. Ill Rte 83 (Lat: 42.013231, Lng: -87.920711), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Mt. Prospect Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.231, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 34.7m (113.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 60.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 169618, Location: 2.1 Mi E. Ill Rte 83 (Lat: 42.012753, Lng: -87.918858), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: U.P. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.392, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 31.9m (104.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 31.9m (104.7ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.3 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: 47.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 169618, Location: 2.1 Mi E. Ill Rte 83 (Lat: 42.012753, Lng: -87.918858), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: U.P. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.392, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 31.9m (104.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 31.9m (104.7ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.3 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: 47.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 169619, Location: 2.3 Mi E. Ill Rte 83 (Lat: 42.011367, Lng: -87.913694), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: U.P. RR Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.842, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.0m (124.7ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.3 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: 41.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 169619, Location: 2.3 Mi E. Ill Rte 83 (Lat: 42.011367, Lng: -87.913694), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: U.P. RR Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.842, Lanes on structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.0m (124.7ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.3 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: 41.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16962, Location: 0.3 Mi N. Ill Rte 72 (Lat: 42.010081, Lng: -87.908900), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Wolf Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.261, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 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: 52.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16962, Location: 0.3 Mi N. Ill Rte 72 (Lat: 42.010081, Lng: -87.908900), Route carried "on" structure: Interstate 90, Year Built: 2015, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 130,800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,405 (year 2032), Design Load: HS 25 or greater, Features Intersected: Wolf Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.261, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 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: 52.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing