Bridge Statistics for Aurora, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31900-1909
- 21910-1919
- 71920-1929
- 11930-1939
- 51940-1949
- 71950-1959
- 41960-1969
- 51970-1979
- 61980-1989
- 31990-1999
- 82000-2009
- 152010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 41980-1989
- 71990-1999
- 52000-2009
- 22010-2019
- Bridge Condition - Deck
- 2.7%Excellent
- 21.6%Very good
- 27.0%Good
- 32.4%Satisfactory
- 16.2%Fair
- Bridge Condition - Superstructure
- 2.3%Excellent
- 27.3%Very good
- 31.8%Good
- 25.0%Satisfactory
- 11.4%Fair
- 2.3%Poor
- Bridge Condition - Substructure
- 36.4%Very good
- 34.1%Good
- 20.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 4.9%Excellent
- 19.5%Very good
- 24.4%Good
- 31.7%Satisfactory
- 17.1%Fair
- 2.4%Poor
- Bridge Condition - Culverts
- 37.5%Good
- 50.0%Satisfactory
- 12.5%Poor
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Structure Number: 192022, Location: IN KINGSTON (W) (Lat: 42.099872, Lng: -88.762053), Route carried "on" structure: State highway 72, Year Built: 2004, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 2,650 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 4,579 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE RIVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.227, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
Structure Number: 192022, Location: IN KINGSTON (W) (Lat: 42.099872, Lng: -88.762053), Route carried "on" structure: State highway 72, Year Built: 2004, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 2,650 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 4,579 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE RIVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.227, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
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Structure Number: 194101, Location: 3250N 850E (Lat: 42.104214, Lng: -88.783422), Route carried "on" structure: County highway , Year Built: 1947, Year Reconstructed: 1987, Status: Open, Structure Length: 6.39m (20.96ft), Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,941 (year 2032), Design Load: HS 20, Features Intersected: SO BR KISHWAUKEE RV, Facility Carried by Structure: GLIDDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 194101, Location: 3250N 850E (Lat: 42.104214, Lng: -88.783422), Route carried "on" structure: County highway , Year Built: 1947, Year Reconstructed: 1987, Status: Open, Structure Length: 6.39m (20.96ft), Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,941 (year 2032), Design Load: HS 20, Features Intersected: SO BR KISHWAUKEE RV, Facility Carried by Structure: GLIDDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 220029, Location: 1.5 M W OF ILL-59 (Lat: 41.759903, Lng: -88.234450), Route carried "on" structure: Other road , Year Built: 1929, Year Reconstructed: 2002, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 12,700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 25,622 (year 2032), Design Load: HS 20, Features Intersected: EJ&E RR, Facility Carried by Structure: EAST NEW YORK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $56,000, Total Project Cost: $840,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 220029, Location: 1.5 M W OF ILL-59 (Lat: 41.759903, Lng: -88.234450), Route carried "on" structure: Other road , Year Built: 1929, Year Reconstructed: 2002, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 12,700 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 25,622 (year 2032), Design Load: HS 20, Features Intersected: EJ&E RR, Facility Carried by Structure: EAST NEW YORK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $56,000, Total Project Cost: $840,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 220512, Location: 1.5 M SW OF IL 59 (Lat: 41.744656, Lng: -88.233264), Route carried "on" structure: US 34, Year Built: 2014, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 34,600 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 38,400 (year 2041), Design Load: HS 25 or greater, Features Intersected: RR - CN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 301.052, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.7m (100.7ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.2 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: 39.5 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 220512, Location: 1.5 M SW OF IL 59 (Lat: 41.744656, Lng: -88.233264), Route carried "on" structure: US 34, Year Built: 2014, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 34,600 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 38,400 (year 2041), Design Load: HS 25 or greater, Features Intersected: RR - CN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 301.052, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.7m (100.7ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.2 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: 39.5 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 223046, Location: .15 M S of McCoy Dr (Lat: 41.752225, Lng: -88.233675), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2014), Average Future Daily Traffic: 50 (year 2032), Design Load: HS 25 or greater, Features Intersected: WAUBANSEE CREEK, Facility Carried by Structure: COM ED ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 223046, Location: .15 M S of McCoy Dr (Lat: 41.752225, Lng: -88.233675), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2014), Average Future Daily Traffic: 50 (year 2032), Design Load: HS 25 or greater, Features Intersected: WAUBANSEE CREEK, Facility Carried by Structure: COM ED ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 223108, Location: .43 MI S N AURORA RD (Lat: 41.775331, Lng: -88.241136), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 11.68m (38.32ft), Average Daily Traffic: 27,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 36,762 (year 2032), Design Load: HS 20, Features Intersected: BN RAILROAD, Facility Carried by Structure: CH-14 (EOLA RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.118, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.5 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 223108, Location: .43 MI S N AURORA RD (Lat: 41.775331, Lng: -88.241136), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 11.68m (38.32ft), Average Daily Traffic: 27,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 36,762 (year 2032), Design Load: HS 20, Features Intersected: BN RAILROAD, Facility Carried by Structure: CH-14 (EOLA RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.118, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.5 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 223113, Location: 1.4 MI W IL 59 (Lat: 41.807203, Lng: -88.229761), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 11,029 (year 2032), Design Load: HS 20, Features Intersected: EJ&E RR, Facility Carried by Structure: FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 223113, Location: 1.4 MI W IL 59 (Lat: 41.807203, Lng: -88.229761), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 11,029 (year 2032), Design Load: HS 20, Features Intersected: EJ&E RR, Facility Carried by Structure: FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 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: 226016, Location: 0.5 MI N OF RT 34 (Lat: 41.749619, Lng: -88.247150), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 27,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 36,762 (year 2032), Design Load: HS 20, Features Intersected: WAUBONSIE CREEK, Facility Carried by Structure: EOLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.175, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 226016, Location: 0.5 MI N OF RT 34 (Lat: 41.749619, Lng: -88.247150), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 27,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 36,762 (year 2032), Design Load: HS 20, Features Intersected: WAUBONSIE CREEK, Facility Carried by Structure: EOLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.175, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 226952, Location: 0.06 MI NE New York (Lat: 41.762556, Lng: -88.215281), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2032), Design Load: HS 20, Features Intersected: Waubonsie Creek, Facility Carried by Structure: Station Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 49.4m (162.1ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.1 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 226952, Location: 0.06 MI NE New York (Lat: 41.762556, Lng: -88.215281), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2032), Design Load: HS 20, Features Intersected: Waubonsie Creek, Facility Carried by Structure: Station Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 49.4m (162.1ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.1 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 226953, Location: .02 MI N Meridian Lk (Lat: 41.762500, Lng: -88.215344), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,725 (year 2040), Design Load: HS 25 or greater, Features Intersected: Waubonsie Creek, Facility Carried by Structure: Station Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Good, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 226953, Location: .02 MI N Meridian Lk (Lat: 41.762500, Lng: -88.215344), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,725 (year 2040), Design Load: HS 25 or greater, Features Intersected: Waubonsie Creek, Facility Carried by Structure: Station Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Good, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 229906, Location: 2.5M W. IL 59 (Lat: 41.801331, Lng: -88.240039), Route carried "on" structure: Other road , Year Built: 1958, Year Reconstructed: 1994, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 16,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 23,283 (year 2032), Design Load: HS 20, Features Intersected: I-88 E-W TOLL RD., Facility Carried by Structure: EOLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.5m (67.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 229906, Location: 2.5M W. IL 59 (Lat: 41.801331, Lng: -88.240039), Route carried "on" structure: Other road , Year Built: 1958, Year Reconstructed: 1994, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 16,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 23,283 (year 2032), Design Load: HS 20, Features Intersected: I-88 E-W TOLL RD., Facility Carried by Structure: EOLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.5m (67.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 450012, Location: STOLP ISLAND (Lat: 41.759414, Lng: -88.314772), Route carried "on" structure: Other road , Year Built: 1931, Year Reconstructed: 1992, Status: Open, Structure Length: 20.43m (67.03ft), Average Daily Traffic: 12,300 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 13,908 (year 2032), Design Load: HS 20, Features Intersected: FOX RIVER, Facility Carried by Structure: NEW YORK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 2, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.46m (70.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $4,740,000, Roadway Improvement Cost: $474,000, Total Project Cost: $7,110,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 450012, Location: STOLP ISLAND (Lat: 41.759414, Lng: -88.314772), Route carried "on" structure: Other road , Year Built: 1931, Year Reconstructed: 1992, Status: Open, Structure Length: 20.43m (67.03ft), Average Daily Traffic: 12,300 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 13,908 (year 2032), Design Load: HS 20, Features Intersected: FOX RIVER, Facility Carried by Structure: NEW YORK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 2, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.46m (70.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $4,740,000, Roadway Improvement Cost: $474,000, Total Project Cost: $7,110,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 450028, Location: 1.8 M E OF IL 25 (Lat: 41.813919, Lng: -88.274511), Route carried "on" structure: State highway 56, Year Built: 1941, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 18,600 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,309 (year 2032), Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.493, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $10,000, Total Project Cost: $144,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 450028, Location: 1.8 M E OF IL 25 (Lat: 41.813919, Lng: -88.274511), Route carried "on" structure: State highway 56, Year Built: 1941, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 18,600 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,309 (year 2032), Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.493, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $10,000, Total Project Cost: $144,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 450048, Location: 3 M S OF IL 56 (Lat: 41.766461, Lng: -88.307031), Route carried "on" structure: State highway 25, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 19,900 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 22,330 (year 2032), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.348, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 450048, Location: 3 M S OF IL 56 (Lat: 41.766461, Lng: -88.307031), Route carried "on" structure: State highway 25, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 19,900 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 22,330 (year 2032), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.348, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 450056, Location: STOLP ISLAND (Lat: 41.758489, Lng: -88.315664), Route carried "on" structure: Other road , Year Built: 1926, Year Reconstructed: 1996, Status: Open, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 10,850 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14,500 (year 2032), Design Load: HS 15, Features Intersected: FOX RIVER, W CHANNEL, Facility Carried by Structure: GALENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.907, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.1m (82.3ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, 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: Equal to present minimum 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: October 2021
Structure Number: 450056, Location: STOLP ISLAND (Lat: 41.758489, Lng: -88.315664), Route carried "on" structure: Other road , Year Built: 1926, Year Reconstructed: 1996, Status: Open, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 10,850 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14,500 (year 2032), Design Load: HS 15, Features Intersected: FOX RIVER, W CHANNEL, Facility Carried by Structure: GALENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.907, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.1m (82.3ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, 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: Equal to present minimum 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: October 2021
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Structure Number: 450057, Location: STOLP ISLAND (Lat: 41.757908, Lng: -88.314503), Route carried "on" structure: Other road , Year Built: 1910, Year Reconstructed: 1997, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 10,850 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14,500 (year 2032), Design Load: HS 15, Features Intersected: FOX RIVER, E CHANNEL, Facility Carried by Structure: GALENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.019, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $913,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,370,000
Structure Number: 450057, Location: STOLP ISLAND (Lat: 41.757908, Lng: -88.314503), Route carried "on" structure: Other road , Year Built: 1910, Year Reconstructed: 1997, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 10,850 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 14,500 (year 2032), Design Load: HS 15, Features Intersected: FOX RIVER, E CHANNEL, Facility Carried by Structure: GALENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.019, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $913,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,370,000
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Structure Number: 452015, Location: 1.25 M E OF IL 56 (Lat: 41.765953, Lng: -88.385564), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 14,600 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 13,015 (year 2032), Design Load: HS 20, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: GALENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 452015, Location: 1.25 M E OF IL 56 (Lat: 41.765953, Lng: -88.385564), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 14,600 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 13,015 (year 2032), Design Load: HS 20, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: GALENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 453062, Location: 2.5 MI E SUGAR GROVE (Lat: 41.769808, Lng: -88.401711), Route carried "on" structure: County highway , Year Built: 1961, Status: Posted for load, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 1,025 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,297 (year 2032), Design Load: HS 15, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: DENSMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.6 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 453062, Location: 2.5 MI E SUGAR GROVE (Lat: 41.769808, Lng: -88.401711), Route carried "on" structure: County highway , Year Built: 1961, Status: Posted for load, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 1,025 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,297 (year 2032), Design Load: HS 15, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: DENSMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.6 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 453064, Location: .3 MI E FARNSWORTH (Lat: 41.793906, Lng: -88.276208), Route carried "on" structure: Other road , Year Built: 1915, Year Reconstructed: 1977, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 6,050 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 8,166 (year 2032), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: MOLITOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: October 2020, Deck Structure Type: Other
Structure Number: 453064, Location: .3 MI E FARNSWORTH (Lat: 41.793906, Lng: -88.276208), Route carried "on" structure: Other road , Year Built: 1915, Year Reconstructed: 1977, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 6,050 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 8,166 (year 2032), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: MOLITOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: October 2020, Deck Structure Type: Other
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Structure Number: 453075, Location: .1MI W FARNSWORTH AV (Lat: 41.784986, Lng: -88.283644), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 600 (year 2032), Design Load: HS 25 or greater, Features Intersected: INDIAN CREEK, Facility Carried by Structure: RECKINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 453075, Location: .1MI W FARNSWORTH AV (Lat: 41.784986, Lng: -88.283644), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 600 (year 2032), Design Load: HS 25 or greater, Features Intersected: INDIAN CREEK, Facility Carried by Structure: RECKINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 453088, Location: 0.5 MI W MITCHELL RD (Lat: 41.782094, Lng: -88.315353), Route carried "on" structure: Other road , Year Built: 1963, Year Reconstructed: 2016, Status: Open, Structure Length: 17.86m (58.60ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 27,306 (year 2032), Design Load: HS 20, Features Intersected: FOX RIVER, Facility Carried by Structure: INDIAN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.973, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.0m (114.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported by rating factor (RF) using MS18 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported by rating factor (RF) using MS18 loadings, 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: 18.53m (60.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,057,000, Roadway Improvement Cost: $306,000, Total Project Cost: $4,586,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 453088, Location: 0.5 MI W MITCHELL RD (Lat: 41.782094, Lng: -88.315353), Route carried "on" structure: Other road , Year Built: 1963, Year Reconstructed: 2016, Status: Open, Structure Length: 17.86m (58.60ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 27,306 (year 2032), Design Load: HS 20, Features Intersected: FOX RIVER, Facility Carried by Structure: INDIAN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.973, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.0m (114.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported by rating factor (RF) using MS18 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported by rating factor (RF) using MS18 loadings, 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: 18.53m (60.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,057,000, Roadway Improvement Cost: $306,000, Total Project Cost: $4,586,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 453089, Location: 0.3 MI W MITCHELL (Lat: 41.782111, Lng: -88.312378), Route carried "on" structure: Other road , Year Built: 1963, Year Reconstructed: 2016, Status: Open, Structure Length: 7.33m (24.05ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 27,306 (year 2032), Design Load: HS 20, Features Intersected: FOX RIVER, Facility Carried by Structure: INDIAN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported by rating factor (RF) using MS18 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported by rating factor (RF) using MS18 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, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Bridge Improvement Cost: $1,246,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,869,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 453089, Location: 0.3 MI W MITCHELL (Lat: 41.782111, Lng: -88.312378), Route carried "on" structure: Other road , Year Built: 1963, Year Reconstructed: 2016, Status: Open, Structure Length: 7.33m (24.05ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 27,306 (year 2032), Design Load: HS 20, Features Intersected: FOX RIVER, Facility Carried by Structure: INDIAN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported by rating factor (RF) using MS18 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported by rating factor (RF) using MS18 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, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Bridge Improvement Cost: $1,246,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,869,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 453091, Location: .3MI S SHEFFER RD (Lat: 41.773278, Lng: -88.283192), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 1,750 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,750 (year 2032), Design Load: HS 25 or greater, Features Intersected: INDIAN CREEK, Facility Carried by Structure: AUSTIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.2 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 453091, Location: .3MI S SHEFFER RD (Lat: 41.773278, Lng: -88.283192), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 1,750 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,750 (year 2032), Design Load: HS 25 or greater, Features Intersected: INDIAN CREEK, Facility Carried by Structure: AUSTIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.2 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 453094, Location: 0.7 MI W Orchard Rd. (Lat: 41.751508, Lng: -88.389814), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 2012, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,361 (year 2032), Design Load: HS 25 or greater, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: PRAIRIE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: 34.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 453094, Location: 0.7 MI W Orchard Rd. (Lat: 41.751508, Lng: -88.389814), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 2012, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,361 (year 2032), Design Load: HS 25 or greater, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: PRAIRIE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: 34.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, 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: 453121, Location: 3 MI W RT 31 (Lat: 41.794850, Lng: -88.375547), Route carried "on" structure: Other road , Year Built: 1985, Year Reconstructed: 1997, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 34,700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 21,245 (year 2032), Design Load: HS 20, Features Intersected: I-88 E.W. TOLLWAY, Facility Carried by Structure: ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.439, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 453121, Location: 3 MI W RT 31 (Lat: 41.794850, Lng: -88.375547), Route carried "on" structure: Other road , Year Built: 1985, Year Reconstructed: 1997, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 34,700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 21,245 (year 2032), Design Load: HS 20, Features Intersected: I-88 E.W. TOLLWAY, Facility Carried by Structure: ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.439, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 453137, Location: 0.6M.N.OF US-34 (Lat: 41.727058, Lng: -88.280031), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 3,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,083 (year 2032), Design Load: HS 20, Features Intersected: WAUBONSEE CR.TRIB., Facility Carried by Structure: FARNSWORTH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 453137, Location: 0.6M.N.OF US-34 (Lat: 41.727058, Lng: -88.280031), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 3,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,083 (year 2032), Design Load: HS 20, Features Intersected: WAUBONSEE CR.TRIB., Facility Carried by Structure: FARNSWORTH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 453138, Location: 0.5M.N.OF US-34 (Lat: 41.728433, Lng: -88.280669), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 3,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,083 (year 2032), Design Load: HS 20, Features Intersected: WAUBANSEE CREEK, Facility Carried by Structure: FARNSWORTH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 453138, Location: 0.5M.N.OF US-34 (Lat: 41.728433, Lng: -88.280669), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 3,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,083 (year 2032), Design Load: HS 20, Features Intersected: WAUBANSEE CREEK, Facility Carried by Structure: FARNSWORTH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 456, Location: 300 FT W ILL RTE 25 (Lat: 41.755917, Lng: -88.316622), Route carried "on" structure: City street , Year Built: 1924, Year Reconstructed: 1996, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 2,650 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 10,857 (year 2032), Design Load: HS 15, Features Intersected: FOX RIVER E. BRANCH, Facility Carried by Structure: BENTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 456, Location: 300 FT W ILL RTE 25 (Lat: 41.755917, Lng: -88.316622), Route carried "on" structure: City street , Year Built: 1924, Year Reconstructed: 1996, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 2,650 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 10,857 (year 2032), Design Load: HS 15, Features Intersected: FOX RIVER E. BRANCH, Facility Carried by Structure: BENTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 456001, Location: 1200 FT W ILL RTE 25 (Lat: 41.756703, Lng: -88.318503), Route carried "on" structure: City street , Year Built: 1924, Year Reconstructed: 1996, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 2,650 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 10,857 (year 2032), Design Load: HS 15, Features Intersected: FOX RIVER W. BRANCH, Facility Carried by Structure: BENTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 456001, Location: 1200 FT W ILL RTE 25 (Lat: 41.756703, Lng: -88.318503), Route carried "on" structure: City street , Year Built: 1924, Year Reconstructed: 1996, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 2,650 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 10,857 (year 2032), Design Load: HS 15, Features Intersected: FOX RIVER W. BRANCH, Facility Carried by Structure: BENTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 456002, Location: 900 FT W ILL RTE 25 (Lat: 41.752231, Lng: -88.321722), Route carried "on" structure: City street , Year Built: 1926, Year Reconstructed: 2002, Status: Open, Structure Length: 14.91m (48.92ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,736 (year 2032), Design Load: HS 20, Features Intersected: FOX RIVER, Facility Carried by Structure: NORTH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.47m (57.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,044,000, Roadway Improvement Cost: $304,000, Total Project Cost: $4,566,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 456002, Location: 900 FT W ILL RTE 25 (Lat: 41.752231, Lng: -88.321722), Route carried "on" structure: City street , Year Built: 1926, Year Reconstructed: 2002, Status: Open, Structure Length: 14.91m (48.92ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,736 (year 2032), Design Load: HS 20, Features Intersected: FOX RIVER, Facility Carried by Structure: NORTH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.47m (57.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,044,000, Roadway Improvement Cost: $304,000, Total Project Cost: $4,566,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 456005, Location: 400 FT W ILL RTE 25 (Lat: 41.756639, Lng: -88.315036), Route carried "on" structure: City street , Year Built: 1924, Year Reconstructed: 2012, Status: Open, Structure Length: 5.22m (17.13ft), Average Daily Traffic: 4,350 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 4,350 (year 2032), Design Load: HS 25 or greater, Features Intersected: FOX RIVER E. BRANCH, Facility Carried by Structure: DOWNER PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.570, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 70.6 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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,317,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,976,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 456005, Location: 400 FT W ILL RTE 25 (Lat: 41.756639, Lng: -88.315036), Route carried "on" structure: City street , Year Built: 1924, Year Reconstructed: 2012, Status: Open, Structure Length: 5.22m (17.13ft), Average Daily Traffic: 4,350 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 4,350 (year 2032), Design Load: HS 25 or greater, Features Intersected: FOX RIVER E. BRANCH, Facility Carried by Structure: DOWNER PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.570, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 70.6 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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,317,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,976,000, 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: 456006, Location: 1000 FT W ILL RTE 25 (Lat: 41.757589, Lng: -88.317103), Route carried "on" structure: City street , Year Built: 1924, Year Reconstructed: 2012, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 4,350 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 4,350 (year 2032), Design Load: HS 25 or greater, Features Intersected: FOX RIVER W. BRANCH, Facility Carried by Structure: DOWNER PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.5m (44.3ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 66.7 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: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,302,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,953,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 456006, Location: 1000 FT W ILL RTE 25 (Lat: 41.757589, Lng: -88.317103), Route carried "on" structure: City street , Year Built: 1924, Year Reconstructed: 2012, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 4,350 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 4,350 (year 2032), Design Load: HS 25 or greater, Features Intersected: FOX RIVER W. BRANCH, Facility Carried by Structure: DOWNER PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.5m (44.3ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 66.7 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: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,302,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,953,000, 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: 456008, Location: 700 FT W ILL RT 25 (Lat: 41.770783, Lng: -88.308875), Route carried "on" structure: Other road , Year Built: 1949, Year Reconstructed: 2008, Status: Open, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 15,800 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 17,226 (year 2032), Design Load: HS 20, Features Intersected: E BR FOX RIVER, Facility Carried by Structure: ILLINOIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.4m (73.5ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 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: 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: 5.46m (17.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Bridge Improvement Cost: $1,048,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,572,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 456008, Location: 700 FT W ILL RT 25 (Lat: 41.770783, Lng: -88.308875), Route carried "on" structure: Other road , Year Built: 1949, Year Reconstructed: 2008, Status: Open, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 15,800 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 17,226 (year 2032), Design Load: HS 20, Features Intersected: E BR FOX RIVER, Facility Carried by Structure: ILLINOIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.4m (73.5ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 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: 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: 5.46m (17.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Bridge Improvement Cost: $1,048,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,572,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 456009, Location: 1200 FT W ILL RT 25 (Lat: 41.770772, Lng: -88.310728), Route carried "on" structure: Other road , Year Built: 1949, Year Reconstructed: 2008, Status: Open, Structure Length: 9.25m (30.35ft), Average Daily Traffic: 15,800 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 17,226 (year 2032), Design Load: HS 20, Features Intersected: W BR FOX RIVER, Facility Carried by Structure: ILLINOIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.5 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: 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: 10.06m (33.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Bridge Improvement Cost: $2,110,000, Roadway Improvement Cost: $211,000, Total Project Cost: $3,165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 456009, Location: 1200 FT W ILL RT 25 (Lat: 41.770772, Lng: -88.310728), Route carried "on" structure: Other road , Year Built: 1949, Year Reconstructed: 2008, Status: Open, Structure Length: 9.25m (30.35ft), Average Daily Traffic: 15,800 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 17,226 (year 2032), Design Load: HS 20, Features Intersected: W BR FOX RIVER, Facility Carried by Structure: ILLINOIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.5 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: 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: 10.06m (33.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Bridge Improvement Cost: $2,110,000, Roadway Improvement Cost: $211,000, Total Project Cost: $3,165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45601, Location: .4 MI S E W TOLLWAY (Lat: 41.790306, Lng: -88.281961), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 23,500 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 29,858 (year 2032), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: FAP360 FARNSWORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.005, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft), 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: 24.4m (80.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 45601, Location: .4 MI S E W TOLLWAY (Lat: 41.790306, Lng: -88.281961), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 23,500 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 29,858 (year 2032), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: FAP360 FARNSWORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.005, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft), 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: 24.4m (80.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 456011, Location: 1. MI S EWTOLLWAY (Lat: 41.783067, Lng: -88.281833), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 23,500 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 29,858 (year 2032), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: FARNSWORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.794, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Channel: Fair, Culverts: Poor, 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: 80.4 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021
Structure Number: 456011, Location: 1. MI S EWTOLLWAY (Lat: 41.783067, Lng: -88.281833), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 23,500 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 29,858 (year 2032), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: FARNSWORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.794, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Channel: Fair, Culverts: Poor, 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: 80.4 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021
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Structure Number: 456013, Location: .3M N OF US34 (Lat: 41.732189, Lng: -88.269064), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 7,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,300 (year 2032), Design Load: HS 20, Features Intersected: WAUBONSIE CREEK, Facility Carried by Structure: WATERFORD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.2m (66.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 456013, Location: .3M N OF US34 (Lat: 41.732189, Lng: -88.269064), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 7,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,300 (year 2032), Design Load: HS 20, Features Intersected: WAUBONSIE CREEK, Facility Carried by Structure: WATERFORD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.2m (66.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 456014, Location: .1 MI W FARNSWORTH (Lat: 41.789119, Lng: -88.283722), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 875 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 394 (year 2032), Features Intersected: INDIAN CREEK, Facility Carried by Structure: MARSHALL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 456014, Location: .1 MI W FARNSWORTH (Lat: 41.789119, Lng: -88.283722), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 875 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 394 (year 2032), Features Intersected: INDIAN CREEK, Facility Carried by Structure: MARSHALL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020