Bridge Statistics for Union, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 167ft / 51.0mTotal length
- 30,925Total average daily traffic
- 2,803Total average daily truck traffic
- 40,524Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Union
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11960-1969
- 31970-1979
- 11980-1989
- 31990-1999
- 32000-2009
- 32010-2019
- Bridge Condition - Deck
- 38.5%Very good
- 7.7%Good
- 7.7%Satisfactory
- 23.1%Fair
- 15.4%Poor
- 7.7%Serious
- Bridge Condition - Superstructure
- 46.2%Very good
- 7.7%Satisfactory
- 23.1%Fair
- 15.4%Poor
- 7.7%Serious
- Bridge Condition - Substructure
- 61.5%Very good
- 15.4%Good
- 7.7%Satisfactory
- 15.4%Fair
- Bridge Condition - Channel
- 6.7%Excellent
- 33.3%Very good
- 13.3%Good
- 33.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 560071, Location: 1.1 M E IL 23 (Lat: 42.255189, Lng: -88.548703), Route carried "on" structure: State highway 176, Year Built: 2008, Status: Open, Structure Length: 12.51m (41.04ft), Average Daily Traffic: 5,950 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 8,694 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.924, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 560071, Location: 1.1 M E IL 23 (Lat: 42.255189, Lng: -88.548703), Route carried "on" structure: State highway 176, Year Built: 2008, Status: Open, Structure Length: 12.51m (41.04ft), Average Daily Traffic: 5,950 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 8,694 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.924, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 560073, Location: 0.31 M W N UNION RD (Lat: 42.255203, Lng: -88.546467), Route carried "on" structure: State highway 176, Year Built: 2008, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 5,950 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 8,694 (year 2032), Features Intersected: OVERLAND FLOW AREA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.973, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: July 2018, Deck Structure Type: Other
Structure Number: 560073, Location: 0.31 M W N UNION RD (Lat: 42.255203, Lng: -88.546467), Route carried "on" structure: State highway 176, Year Built: 2008, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 5,950 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 8,694 (year 2032), Features Intersected: OVERLAND FLOW AREA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.973, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: July 2018, Deck Structure Type: Other
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Structure Number: 560078, Location: 0.9 M W OF GEE RD (Lat: 42.255111, Lng: -88.508336), Route carried "on" structure: State highway 176, Year Built: 2008, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 8,400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,243 (year 2032), Design Load: HS 25 or greater, Features Intersected: KISHWAUKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.240, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 560078, Location: 0.9 M W OF GEE RD (Lat: 42.255111, Lng: -88.508336), Route carried "on" structure: State highway 176, Year Built: 2008, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 8,400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,243 (year 2032), Design Load: HS 25 or greater, Features Intersected: KISHWAUKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.240, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 563028, Location: 0.5MI E MILLSTREAMRD (Lat: 42.273192, Lng: -88.549578), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 550 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 715 (year 2032), Design Load: HS 15, Features Intersected: N. BR. KISHWAUKEE R., Facility Carried by Structure: GARDEN VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 563028, Location: 0.5MI E MILLSTREAMRD (Lat: 42.273192, Lng: -88.549578), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 550 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 715 (year 2032), Design Load: HS 15, Features Intersected: N. BR. KISHWAUKEE R., Facility Carried by Structure: GARDEN VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 563033, Location: .55 MI E OLSEN RD (Lat: 42.228056, Lng: -88.521506), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 834 (year 2032), Features Intersected: TRIB S BR KSHWKE RVR, Facility Carried by Structure: HEMMINGSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 563033, Location: .55 MI E OLSEN RD (Lat: 42.228056, Lng: -88.521506), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 834 (year 2032), Features Intersected: TRIB S BR KSHWKE RVR, Facility Carried by Structure: HEMMINGSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than 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: 563112, Location: 0.6 MI S OF IL 176 (Lat: 42.247031, Lng: -88.502600), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 476 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: MCCUE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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
Structure Number: 563112, Location: 0.6 MI S OF IL 176 (Lat: 42.247031, Lng: -88.502600), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 476 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: MCCUE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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
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Structure Number: 563113, Location: 0.5 MI S HEMMINGSEN (Lat: 42.219381, Lng: -88.491575), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 417 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE RIV., Facility Carried by Structure: SEEMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 563113, Location: 0.5 MI S HEMMINGSEN (Lat: 42.219381, Lng: -88.491575), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 417 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE RIV., Facility Carried by Structure: SEEMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 563127, Location: 0.2 MI W OF MCCUE RO (Lat: 42.247889, Lng: -88.506597), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 325 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 417 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.3 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 563127, Location: 0.2 MI W OF MCCUE RO (Lat: 42.247889, Lng: -88.506597), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 325 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 417 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.3 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 563144, Location: 0.5 MI W OF FRANKLIN (Lat: 42.265442, Lng: -88.521756), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 89 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: KUNDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 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: 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 563144, Location: 0.5 MI W OF FRANKLIN (Lat: 42.265442, Lng: -88.521756), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 89 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: KUNDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 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: 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 563152, Location: 2.0M.E.OF UNION (Lat: 42.226025, Lng: -88.508039), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 834 (year 2032), Design Load: HS 20, Features Intersected: S.BR.KISHWAUKEE RIV., Facility Carried by Structure: HEMMINGSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.9 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 desirable 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: Bituminous, Membrane: Built-up
Structure Number: 563152, Location: 2.0M.E.OF UNION (Lat: 42.226025, Lng: -88.508039), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 834 (year 2032), Design Load: HS 20, Features Intersected: S.BR.KISHWAUKEE RIV., Facility Carried by Structure: HEMMINGSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.9 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 desirable 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: Bituminous, Membrane: Built-up
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Structure Number: 563154, Location: 0.7 MI N OF UNION (Lat: 42.240706, Lng: -88.527547), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 893 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE RIV, Facility Carried by Structure: HIGHBRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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, 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: 563154, Location: 0.7 MI N OF UNION (Lat: 42.240706, Lng: -88.527547), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 893 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE RIV, Facility Carried by Structure: HIGHBRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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, 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: 56316, Location: 1.5MI E OF US-20 (Lat: 42.196311, Lng: -88.517583), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,275 (year 2032), Features Intersected: Trib W Br Union Cr E, Facility Carried by Structure: MARENGO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.929, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 19.4m (63.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 56316, Location: 1.5MI E OF US-20 (Lat: 42.196311, Lng: -88.517583), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,275 (year 2032), Features Intersected: Trib W Br Union Cr E, Facility Carried by Structure: MARENGO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.929, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 19.4m (63.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 563178, Location: 0.5 MI S IL RTE 176 (Lat: 42.249256, Lng: -88.540344), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 4.56m (14.96ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,500 (year 2035), Design Load: HS 25 or greater, Features Intersected: S BR KISHWAUKEE RIV, Facility Carried by Structure: UNION ROAD / CHT-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 563178, Location: 0.5 MI S IL RTE 176 (Lat: 42.249256, Lng: -88.540344), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 4.56m (14.96ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,500 (year 2035), Design Load: HS 25 or greater, Features Intersected: S BR KISHWAUKEE RIV, Facility Carried by Structure: UNION ROAD / CHT-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 563196, Location: 0.3 MI N IL-176 (Lat: 42.258353, Lng: -88.511089), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,700 (year 2036), Design Load: HS 25 or greater, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: FRANKLINEVILLE ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.600, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 563196, Location: 0.3 MI N IL-176 (Lat: 42.258353, Lng: -88.511089), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,700 (year 2036), Design Load: HS 25 or greater, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: FRANKLINEVILLE ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.600, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 563213, Location: .8 MI N IL 176 (Lat: 42.267378, Lng: -88.540306), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 743 (year 2038), Design Load: HS 25 or greater, Features Intersected: Kishwaukee River, Facility Carried by Structure: North Union Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.7 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: 43.4 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 563213, Location: .8 MI N IL 176 (Lat: 42.267378, Lng: -88.540306), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 743 (year 2038), Design Load: HS 25 or greater, Features Intersected: Kishwaukee River, Facility Carried by Structure: North Union Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.7 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: 43.4 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing