Bridge Statistics for Twin Grove, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 98ft / 29.8mTotal length
- 12,950Total average daily traffic
- 1,138Total average daily truck traffic
- 18,079Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Twin Grove
- No street view available for this location
- New bridges - historical statistics
- 51960-1969
- 31970-1979
- 21990-1999
- 32000-2009
- 12020-2022
- Bridge Condition - Deck
- 9.1%Excellent
- 9.1%Very good
- 72.7%Good
- 9.1%Satisfactory
- Bridge Condition - Superstructure
- 9.1%Excellent
- 18.2%Very good
- 63.6%Good
- 9.1%Satisfactory
- Bridge Condition - Substructure
- 9.1%Excellent
- 36.4%Very good
- 18.2%Good
- 9.1%Satisfactory
- 27.3%Fair
- Bridge Condition - Channel
- 28.6%Very good
- 28.6%Good
- 35.7%Satisfactory
- 7.1%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Good
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Structure Number: 57024, Location: 3.6 MI E IL 122 (Lat: 40.487342, Lng: -89.105586), Route carried "on" structure: State highway 9, Year Built: 2004, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 3,950 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 5,697 (year 2032), Design Load: HS 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.005, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 57024, Location: 3.6 MI E IL 122 (Lat: 40.487342, Lng: -89.105586), Route carried "on" structure: State highway 9, Year Built: 2004, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 3,950 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 5,697 (year 2032), Design Load: HS 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.005, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 572027, Location: 1.52 MI. E. OF IL122 (Lat: 40.487131, Lng: -89.144772), Route carried "on" structure: State highway 9, Year Built: 2004, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 3,550 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 4,803 (year 2032), Design Load: HS 20, Features Intersected: INTER. STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 210.690, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: 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: 59.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Structure Number: 572027, Location: 1.52 MI. E. OF IL122 (Lat: 40.487131, Lng: -89.144772), Route carried "on" structure: State highway 9, Year Built: 2004, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 3,550 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 4,803 (year 2032), Design Load: HS 20, Features Intersected: INTER. STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 210.690, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: 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: 59.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
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Structure Number: 572028, Location: 2.17 MI. E.OF IL 122 (Lat: 40.487194, Lng: -89.133889), Route carried "on" structure: State highway 9, Year Built: 2004, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 3,550 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 4,803 (year 2032), Design Load: HS 20, Features Intersected: INTER. STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 211.607, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: September 2020
Structure Number: 572028, Location: 2.17 MI. E.OF IL 122 (Lat: 40.487194, Lng: -89.133889), Route carried "on" structure: State highway 9, Year Built: 2004, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 3,550 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 4,803 (year 2032), Design Load: HS 20, Features Intersected: INTER. STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 211.607, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: September 2020
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Structure Number: 573018, Location: 2.5 MILE NE STANFORD (Lat: 40.455781, Lng: -89.166103), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 66 (year 2032), Design Load: HS 15, Features Intersected: MIDDLE FORK SUGAR CR, Facility Carried by Structure: TR 58
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 573018, Location: 2.5 MILE NE STANFORD (Lat: 40.455781, Lng: -89.166103), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 66 (year 2032), Design Load: HS 15, Features Intersected: MIDDLE FORK SUGAR CR, Facility Carried by Structure: TR 58
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 573028, Location: 2.5 MI ESE STANFORD (Lat: 40.428617, Lng: -89.155719), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,117 (year 2032), Design Load: HS 20, Features Intersected: BRANCH SUGAR CK, Facility Carried by Structure: FAS481CH32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 573028, Location: 2.5 MI ESE STANFORD (Lat: 40.428617, Lng: -89.155719), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,117 (year 2032), Design Load: HS 20, Features Intersected: BRANCH SUGAR CK, Facility Carried by Structure: FAS481CH32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5739, Location: 5.5 MI NW SHIRLEY (Lat: 40.465278, Lng: -89.146172), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2032), Design Load: HS 15, Features Intersected: MIDDLE FORK SUGAR CR, Facility Carried by Structure: TR 309
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5739, Location: 5.5 MI NW SHIRLEY (Lat: 40.465278, Lng: -89.146172), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2032), Design Load: HS 15, Features Intersected: MIDDLE FORK SUGAR CR, Facility Carried by Structure: TR 309
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 573905, Location: 3.5 MI E STANFORD (Lat: 40.432758, Lng: -89.151425), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 66 (year 2032), Design Load: HS 15, Features Intersected: B. MIDDLE FK SUGAR C, Facility Carried by Structure: TR 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 573905, Location: 3.5 MI E STANFORD (Lat: 40.432758, Lng: -89.151425), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 66 (year 2032), Design Load: HS 15, Features Intersected: B. MIDDLE FK SUGAR C, Facility Carried by Structure: TR 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 573906, Location: 4.0 MI NW SHIRLEY (Lat: 40.437075, Lng: -89.124011), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 112 (year 2032), Design Load: HS 15, Features Intersected: B MIDDLE FK SUGAR CR, Facility Carried by Structure: TR 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.626, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 573906, Location: 4.0 MI NW SHIRLEY (Lat: 40.437075, Lng: -89.124011), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 112 (year 2032), Design Load: HS 15, Features Intersected: B MIDDLE FK SUGAR CR, Facility Carried by Structure: TR 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.626, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 573915, Location: 5.0 NNW SHIRLEY (Lat: 40.472747, Lng: -89.107436), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 122 (year 2032), Design Load: HS 20, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 293
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 573915, Location: 5.0 NNW SHIRLEY (Lat: 40.472747, Lng: -89.107436), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 122 (year 2032), Design Load: HS 20, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 293
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 573919, Location: 4.5 MI NW SHIRLEY (Lat: 40.460608, Lng: -89.124606), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 307 (year 2032), Design Load: HS 25 or greater, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.987, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior 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 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 573919, Location: 4.5 MI NW SHIRLEY (Lat: 40.460608, Lng: -89.124606), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 307 (year 2032), Design Load: HS 25 or greater, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.987, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior 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 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 574303, Location: 2.3 MI NW 150 & 9 (Lat: 40.505017, Lng: -89.098831), Route carried "on" structure: County highway , Year Built: 1968, Status: Closed, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 503 (year 2032), Design Load: HS 15, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 229
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.148, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 574303, Location: 2.3 MI NW 150 & 9 (Lat: 40.505017, Lng: -89.098831), Route carried "on" structure: County highway , Year Built: 1968, Status: Closed, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 503 (year 2032), Design Load: HS 15, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 229
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.148, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 574306, Location: 1.2 MI NW TWIN GROVE (Lat: 40.500356, Lng: -89.101478), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 168 (year 2032), Design Load: HS 15, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 257
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 574306, Location: 1.2 MI NW TWIN GROVE (Lat: 40.500356, Lng: -89.101478), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 168 (year 2032), Design Load: HS 15, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 257
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 574307, Location: 1.3 MI NW TWIN GROVE (Lat: 40.505667, Lng: -89.097478), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 195 (year 2032), Design Load: HS 20, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 118A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 574307, Location: 1.3 MI NW TWIN GROVE (Lat: 40.505667, Lng: -89.097478), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 195 (year 2032), Design Load: HS 20, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 118A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 574398, Location: 1.2MI NNW TWIN GROVE (Lat: 40.512450, Lng: -89.083433), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 88 (year 2032), Design Load: HS 15, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 134
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.959, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 2021
Structure Number: 574398, Location: 1.2MI NNW TWIN GROVE (Lat: 40.512450, Lng: -89.083433), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 88 (year 2032), Design Load: HS 15, Features Intersected: KINGS MILL CREEK, Facility Carried by Structure: TR 134
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.959, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 2021