Bridge Statistics for Forrest, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 121ft / 36.9mTotal length
- 18,385Total average daily traffic
- 4,232Total average daily truck traffic
- 18,038Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Forrest
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 11960-1969
- 21970-1979
- 51980-1989
- 41990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 36.4%Very good
- 27.3%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 27.3%Very good
- 36.4%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 27.3%Very good
- 45.5%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 17.6%Very good
- 47.1%Good
- 29.4%Satisfactory
- 5.9%Fair
- Bridge Condition - Culverts
- 66.7%Very good
- 33.3%Good
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Structure Number: 530023, Location: 1.72 MI E OF ILL 47 (Lat: 40.749783, Lng: -88.377778), Route carried "on" structure: US 24, Year Built: 1951, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,650 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 3,194 (year 2032), Design Load: HS 20, Features Intersected: BR S FK VERMILION RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 317.209, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 530023, Location: 1.72 MI E OF ILL 47 (Lat: 40.749783, Lng: -88.377778), Route carried "on" structure: US 24, Year Built: 1951, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,650 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 3,194 (year 2032), Design Load: HS 20, Features Intersected: BR S FK VERMILION RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 317.209, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 530168, Location: .38 M S OF US 24 (Lat: 40.743311, Lng: -88.410478), Route carried "on" structure: State highway 47, Year Built: 1993, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 2,600 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 2,839 (year 2032), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.885, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 530168, Location: .38 M S OF US 24 (Lat: 40.743311, Lng: -88.410478), Route carried "on" structure: State highway 47, Year Built: 1993, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 2,600 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 2,839 (year 2032), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.885, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 530188, Location: FORREST- W OF IL 47 (Lat: 40.748642, Lng: -88.416561), Route carried "on" structure: US 24, Year Built: 2011, Status: Open, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 4,350 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,955 (year 2032), Design Load: HS 25 or greater, Features Intersected: S. FORK VERMILION RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 313.991, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 530188, Location: FORREST- W OF IL 47 (Lat: 40.748642, Lng: -88.416561), Route carried "on" structure: US 24, Year Built: 2011, Status: Open, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 4,350 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,955 (year 2032), Design Load: HS 25 or greater, Features Intersected: S. FORK VERMILION RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 313.991, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 532028, Location: .07 M S OF US 24 (Lat: 40.747606, Lng: -88.410575), Route carried "on" structure: State highway 47, Year Built: 1993, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,350 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 2,839 (year 2032), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.368, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum 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 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 532028, Location: .07 M S OF US 24 (Lat: 40.747606, Lng: -88.410575), Route carried "on" structure: State highway 47, Year Built: 1993, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,350 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 2,839 (year 2032), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.368, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum 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 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 532029, Location: 1.56 M W IL 47 (Lat: 40.747981, Lng: -88.440939), Route carried "on" structure: US 24, Year Built: 1993, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 4,750 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 4,360 (year 2032), Design Load: HS 20, Features Intersected: DRAIN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 311.882, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Fair, Culverts: Very 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: 36.3 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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 532029, Location: 1.56 M W IL 47 (Lat: 40.747981, Lng: -88.440939), Route carried "on" structure: US 24, Year Built: 1993, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 4,750 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 4,360 (year 2032), Design Load: HS 20, Features Intersected: DRAIN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 311.882, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Fair, Culverts: Very 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: 36.3 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: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53335, Location: 605 N, 2600 E (Lat: 40.716781, Lng: -88.429181), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 224A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53335, Location: 605 N, 2600 E (Lat: 40.716781, Lng: -88.429181), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 224A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 533357, Location: 2675 E, 600 N (Lat: 40.716361, Lng: -88.414508), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: TR 237A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 533357, Location: 2675 E, 600 N (Lat: 40.716361, Lng: -88.414508), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: TR 237A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 534009, Location: 860 N, 2500 E (Lat: 40.754019, Lng: -88.449206), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 203 (year 2032), Design Load: HS 15, Features Intersected: S FORK VERMILION R, Facility Carried by Structure: TR 220 D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.380, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 534009, Location: 860 N, 2500 E (Lat: 40.754019, Lng: -88.449206), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 203 (year 2032), Design Load: HS 15, Features Intersected: S FORK VERMILION R, Facility Carried by Structure: TR 220 D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.380, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 534034, Location: 2550 E, 825 N (Lat: 40.748739, Lng: -88.439542), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 101 (year 2032), Design Load: HS 20, Features Intersected: TRIB S FK VERMILION, Facility Carried by Structure: TR 219
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 534034, Location: 2550 E, 825 N (Lat: 40.748739, Lng: -88.439542), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 101 (year 2032), Design Load: HS 20, Features Intersected: TRIB S FK VERMILION, Facility Carried by Structure: TR 219
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 534055, Location: 760 N, 2800 E (Lat: 40.739922, Lng: -88.391392), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: S FORK VERMILLION RI, Facility Carried by Structure: TR 238C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.300, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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, 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: September 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 534055, Location: 760 N, 2800 E (Lat: 40.739922, Lng: -88.391392), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: S FORK VERMILLION RI, Facility Carried by Structure: TR 238C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.300, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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, 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: September 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 534086, Location: 655 N, 2900 E (Lat: 40.724800, Lng: -88.372064), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: TR 233A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.803, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: 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 minimum 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: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 534086, Location: 655 N, 2900 E (Lat: 40.724800, Lng: -88.372064), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: TR 233A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.803, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: 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 minimum 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: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 534141, Location: 2805E, 600N (Lat: 40.716714, Lng: -88.390514), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 20, Features Intersected: TRIB S FORK VERMIL.R, Facility Carried by Structure: TR 237A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.534, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.1m (29.9ft)
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: 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: September 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 534141, Location: 2805E, 600N (Lat: 40.716714, Lng: -88.390514), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 20, Features Intersected: TRIB S FORK VERMIL.R, Facility Carried by Structure: TR 237A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.534, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.1m (29.9ft)
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: 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: September 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 535516, Location: 560 N, 2800 E (Lat: 40.710994, Lng: -88.390600), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: TRIB S FK VERMILLION, Facility Carried by Structure: TR 238A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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, 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: September 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 535516, Location: 560 N, 2800 E (Lat: 40.710994, Lng: -88.390600), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: TRIB S FK VERMILLION, Facility Carried by Structure: TR 238A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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, 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: September 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 535528, Location: 495N 2600E (Lat: 40.701275, Lng: -88.428947), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 20, Features Intersected: TR S FORK VERMILLION, Facility Carried by Structure: TR 224A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 535528, Location: 495N 2600E (Lat: 40.701275, Lng: -88.428947), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 20, Features Intersected: TR S FORK VERMILLION, Facility Carried by Structure: TR 224A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 536802, Location: OAK ST IN FORREST (Lat: 40.747797, Lng: -88.412008), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 127 (year 2032), Design Load: HS 20, Features Intersected: S.FK VERMIION RIVER, Facility Carried by Structure: OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 536802, Location: OAK ST IN FORREST (Lat: 40.747797, Lng: -88.412008), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 127 (year 2032), Design Load: HS 20, Features Intersected: S.FK VERMIION RIVER, Facility Carried by Structure: OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 536803, Location: E OF WABASH ST (Lat: 40.751494, Lng: -88.405906), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO VERMILLION C, Facility Carried by Structure: E WATSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal 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: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 536803, Location: E OF WABASH ST (Lat: 40.751494, Lng: -88.405906), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO VERMILLION C, Facility Carried by Structure: E WATSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal 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: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 96337, Location: 4 MI NW GOLDEN GATE (Lat: 38.415131, Lng: -88.238092), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 125 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 131 (year 2032), Design Load: HS 20, Features Intersected: ELM RIVER DR DITCH, Facility Carried by Structure: TR-405
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.616, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 96337, Location: 4 MI NW GOLDEN GATE (Lat: 38.415131, Lng: -88.238092), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 125 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 131 (year 2032), Design Load: HS 20, Features Intersected: ELM RIVER DR DITCH, Facility Carried by Structure: TR-405
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.616, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Precast Panels