Bridge Statistics for Garden Prairie, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 141ft / 42.9mTotal length
- 167,550Total average daily traffic
- 46,403Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Garden Prairie
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 11970-1979
- 21980-1989
- 11990-1999
- 22000-2009
- 92010-2019
- Bridge Condition - Deck
- 10.0%Excellent
- 50.0%Very good
- 20.0%Good
- 10.0%Satisfactory
- 10.0%Serious
- Bridge Condition - Superstructure
- 10.0%Excellent
- 60.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 10.0%Serious
- Bridge Condition - Substructure
- 10.0%Excellent
- 60.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 7.7%Excellent
- 53.8%Very good
- 15.4%Good
- 23.1%Satisfactory
- Bridge Condition - Culverts
- 20.0%Very good
- 80.0%Good
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Structure Number: 43018, Location: 8.0 MI NE BELVIDERE (Lat: 42.293903, Lng: -88.705628), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 675 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 650 (year 2040), Design Load: HS 15, Features Intersected: MUD CREEK, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.047, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 72.9 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: March 2020
Structure Number: 43018, Location: 8.0 MI NE BELVIDERE (Lat: 42.293903, Lng: -88.705628), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 675 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 650 (year 2040), Design Load: HS 15, Features Intersected: MUD CREEK, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.047, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 72.9 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: March 2020
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Structure Number: 43077, Location: 3.0 MI S GARDEN PRAI (Lat: 42.211619, Lng: -88.717922), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: CARLSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.4 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 43077, Location: 3.0 MI S GARDEN PRAI (Lat: 42.211619, Lng: -88.717922), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: CARLSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.4 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
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Structure Number: 43086, Location: 1.5 MI N GARDN PRARI (Lat: 42.276969, Lng: -88.739075), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: MUD CREEK, Facility Carried by Structure: MARENGO RD (TR 77)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 43086, Location: 1.5 MI N GARDN PRARI (Lat: 42.276969, Lng: -88.739075), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: MUD CREEK, Facility Carried by Structure: MARENGO RD (TR 77)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 43088, Location: 1.5MI. NW GARDEN PR. (Lat: 42.262442, Lng: -88.752722), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,250 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: LAWRENCEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 43088, Location: 1.5MI. NW GARDEN PR. (Lat: 42.262442, Lng: -88.752722), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,250 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: LAWRENCEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4309, Location: 1.5 MI S GARDEN PR (Lat: 42.233878, Lng: -88.725150), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK, Facility Carried by Structure: GARDEN PRAIRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4309, Location: 1.5 MI S GARDEN PR (Lat: 42.233878, Lng: -88.725150), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK, Facility Carried by Structure: GARDEN PRAIRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 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: 43094, Location: 2 MI SE GARDEN PRAIR (Lat: 42.223831, Lng: -88.722686), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 25 or greater, Features Intersected: SPRING CREEK, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 43094, Location: 2 MI SE GARDEN PRAIR (Lat: 42.223831, Lng: -88.722686), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 25 or greater, Features Intersected: SPRING CREEK, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 43097, Location: .5 MI N US 20 (Lat: 42.261261, Lng: -88.725200), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,750 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 4,500 (year 2040), Design Load: HS 25 or greater, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: GARDEN PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.777, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal 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: 43097, Location: .5 MI N US 20 (Lat: 42.261261, Lng: -88.725200), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,750 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 4,500 (year 2040), Design Load: HS 25 or greater, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: GARDEN PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.777, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal 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: 45002, Location: 3.5 MI S GARDEN PRAI (Lat: 42.209892, Lng: -88.718675), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 125 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 150 (year 2040), Features Intersected: SPRING CREEK, Facility Carried by Structure: GARDEN PRAIRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 45002, Location: 3.5 MI S GARDEN PRAI (Lat: 42.209892, Lng: -88.718675), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 125 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 150 (year 2040), Features Intersected: SPRING CREEK, Facility Carried by Structure: GARDEN PRAIRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 49923, Location: 2.5 MI W MCHENRY CO (Lat: 42.219431, Lng: -88.749289), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 7.05m (23.13ft), Average Daily Traffic: 275 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 331 (year 2032), Design Load: HS 25 or greater, Features Intersected: I 90, Facility Carried by Structure: SHATTUCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.9m (114.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 49923, Location: 2.5 MI W MCHENRY CO (Lat: 42.219431, Lng: -88.749289), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 7.05m (23.13ft), Average Daily Traffic: 275 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 331 (year 2032), Design Load: HS 25 or greater, Features Intersected: I 90, Facility Carried by Structure: SHATTUCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.9m (114.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4995, Location: 0.7 MI W MCHENRY CO (Lat: 42.210381, Lng: -88.718561), Route carried "on" structure: Interstate 90, Year Built: 1958, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 71,600 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.084, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 67.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019
Structure Number: 4995, Location: 0.7 MI W MCHENRY CO (Lat: 42.210381, Lng: -88.718561), Route carried "on" structure: Interstate 90, Year Built: 1958, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 71,600 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.084, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 67.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019
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Structure Number: 49993, Location: 1 Mi W. of Co. Line (Lat: 42.211511, Lng: -88.722419), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 37%, Average Future Daily Traffic: 181 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-90, Facility Carried by Structure: Garden Prairie Roa
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.3m (115.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Operating Rating: 57.7 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: 44.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: 49993, Location: 1 Mi W. of Co. Line (Lat: 42.211511, Lng: -88.722419), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 37%, Average Future Daily Traffic: 181 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-90, Facility Carried by Structure: Garden Prairie Roa
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.3m (115.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Operating Rating: 57.7 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: 44.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: 56312, Location: 0.5 M N OFUS 20 (Lat: 42.257406, Lng: -88.705500), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 475 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 715 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE OVERFLOW, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.070, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Very good, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 8.1 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: 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: 56312, Location: 0.5 M N OFUS 20 (Lat: 42.257406, Lng: -88.705500), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 475 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 715 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE OVERFLOW, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.070, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Very good, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 8.1 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: 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: 563141, Location: 0.05 M E MILLER RD (Lat: 42.280069, Lng: -88.686169), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,667 (year 2032), Design Load: HS 20, Features Intersected: RUSH CREEK, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), 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: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 563141, Location: 0.05 M E MILLER RD (Lat: 42.280069, Lng: -88.686169), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,667 (year 2032), Design Load: HS 20, Features Intersected: RUSH CREEK, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), 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: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 563194, Location: .4MI N OF US 20 (Lat: 42.256581, Lng: -88.705475), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 475 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 25 or greater, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.215, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 11.0m (36.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 49.9 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: 38.9 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: 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: September 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 563194, Location: .4MI N OF US 20 (Lat: 42.256581, Lng: -88.705475), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 475 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 25 or greater, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.215, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 11.0m (36.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 49.9 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: 38.9 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: 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: September 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: 563215, Location: Olcott at Carmack (Lat: 42.299389, Lng: -88.691081), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,700 (year 2032), Design Load: HS 25 or greater, Features Intersected: Unnamed Ditch, Facility Carried by Structure: Olcott Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.4m (4.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 563215, Location: Olcott at Carmack (Lat: 42.299389, Lng: -88.691081), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,700 (year 2032), Design Load: HS 25 or greater, Features Intersected: Unnamed Ditch, Facility Carried by Structure: Olcott Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.4m (4.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 49923, Location: 2.5 MI W MCHENRY CO (Lat: 42.219431, Lng: -88.749289), Route carried "under" structure: Interstate 90, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 44,800 (year 2020), Truck Traffic: 29%, Features Intersected: I 90, Facility Carried by Structure: SHATTUCK RD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 46.348, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.9m (114.5ft)
Structure Number: 49923, Location: 2.5 MI W MCHENRY CO (Lat: 42.219431, Lng: -88.749289), Route carried "under" structure: Interstate 90, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 44,800 (year 2020), Truck Traffic: 29%, Features Intersected: I 90, Facility Carried by Structure: SHATTUCK RD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 46.348, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.9m (114.5ft)
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Structure Number: 49924, Location: MC HENRY CO LINE (Lat: 42.206586, Lng: -88.705675), Route carried "under" structure: Interstate 90, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 44,800 (year 2020), Truck Traffic: 29%, Features Intersected: I 90, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 50.210, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 49924, Location: MC HENRY CO LINE (Lat: 42.206586, Lng: -88.705675), Route carried "under" structure: Interstate 90, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 44,800 (year 2020), Truck Traffic: 29%, Features Intersected: I 90, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 50.210, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 49993, Location: 1 Mi W. of Co. Line (Lat: 42.211511, Lng: -88.722419), Route carried "under" structure: Interstate 90, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 44,800 (year 2020), Truck Traffic: 29%, Features Intersected: I-90, Facility Carried by Structure: Garden Prairie Roa
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 48.746, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.3m (115.8ft)
Structure Number: 49993, Location: 1 Mi W. of Co. Line (Lat: 42.211511, Lng: -88.722419), Route carried "under" structure: Interstate 90, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 44,800 (year 2020), Truck Traffic: 29%, Features Intersected: I-90, Facility Carried by Structure: Garden Prairie Roa
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 48.746, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.3m (115.8ft)