Bridge Statistics for Roberts, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 89ft / 27.2mTotal length
- 6,025Total average daily traffic
- 970Total average daily truck traffic
- 4,575Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Roberts
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 21960-1969
- 21970-1979
- 21980-1989
- 41990-1999
- 42000-2009
- Bridge Condition - Deck
- 38.5%Very good
- 23.1%Good
- 7.7%Satisfactory
- 23.1%Fair
- 7.7%Poor
- Bridge Condition - Superstructure
- 38.5%Very good
- 30.8%Good
- 15.4%Satisfactory
- 7.7%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 38.5%Very good
- 15.4%Good
- 15.4%Satisfactory
- 30.8%Fair
- Bridge Condition - Channel
- 11.8%Excellent
- 35.3%Very good
- 23.5%Good
- 17.6%Satisfactory
- 11.8%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 25.0%Good
- 25.0%Satisfactory
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Structure Number: 270017, Location: 1.34 MI NE ILL 115 (Lat: 40.632731, Lng: -88.160511), Route carried "on" structure: State highway 54, Year Built: 1948, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 850 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 745 (year 2032), Design Load: HS 20, Features Intersected: DRAIN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.822, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 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: Better than 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 270017, Location: 1.34 MI NE ILL 115 (Lat: 40.632731, Lng: -88.160511), Route carried "on" structure: State highway 54, Year Built: 1948, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 850 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 745 (year 2032), Design Load: HS 20, Features Intersected: DRAIN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.822, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 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: Better than 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 270018, Location: 0.34 MI NE OF IL 115 (Lat: 40.621706, Lng: -88.172689), Route carried "on" structure: State highway 54, Year Built: 1948, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 850 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 745 (year 2032), Design Load: HS 20, Features Intersected: DRAIN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.213, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 270018, Location: 0.34 MI NE OF IL 115 (Lat: 40.621706, Lng: -88.172689), Route carried "on" structure: State highway 54, Year Built: 1948, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 850 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 745 (year 2032), Design Load: HS 20, Features Intersected: DRAIN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.213, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 270082, Location: 7.76 MI N OF ILL 9 (Lat: 40.570647, Lng: -88.175472), Route carried "on" structure: State highway 115, Year Built: 1987, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 1,050 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 851 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF SPRING CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 12.488, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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, 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 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 270082, Location: 7.76 MI N OF ILL 9 (Lat: 40.570647, Lng: -88.175472), Route carried "on" structure: State highway 115, Year Built: 1987, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 1,050 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 851 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF SPRING CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 12.488, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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, 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 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 272015, Location: 3.97 MI N OF IL 54 (Lat: 40.675436, Lng: -88.178997), Route carried "on" structure: State highway 115, Year Built: 2009, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,150 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 692 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.188, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: January 2021
Structure Number: 272015, Location: 3.97 MI N OF IL 54 (Lat: 40.675436, Lng: -88.178997), Route carried "on" structure: State highway 115, Year Built: 2009, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,150 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 692 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.188, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: January 2021
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Structure Number: 272016, Location: 2.97 MI N OF IL 54 (Lat: 40.660844, Lng: -88.178344), Route carried "on" structure: State highway 115, Year Built: 2009, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 1,150 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 692 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.514, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: January 2021
Structure Number: 272016, Location: 2.97 MI N OF IL 54 (Lat: 40.660844, Lng: -88.178344), Route carried "on" structure: State highway 115, Year Built: 2009, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 1,150 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 692 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.514, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: January 2021
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Structure Number: 273008, Location: 1510E,1900N (Lat: 40.675875, Lng: -88.176328), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 80 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: THAWVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.6 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 273008, Location: 1510E,1900N (Lat: 40.675875, Lng: -88.176328), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 80 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: THAWVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.6 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 273037, Location: 1570E,1100N (Lat: 40.560281, Lng: -88.159558), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: WALL 1100N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.465, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273037, Location: 1570E,1100N (Lat: 40.560281, Lng: -88.159558), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: WALL 1100N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.465, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273117, Location: 1670E 1600N (Lat: 40.633211, Lng: -88.144072), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 55 LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273117, Location: 1670E 1600N (Lat: 40.633211, Lng: -88.144072), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 55 LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273129, Location: 1720N,1600E (Lat: 40.649492, Lng: -88.159033), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 60A LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273129, Location: 1720N,1600E (Lat: 40.649492, Lng: -88.159033), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 60A LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273264, Location: 1760E 1300N (Lat: 40.589644, Lng: -88.124833), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: TR 61D LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.564, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273264, Location: 1760E 1300N (Lat: 40.589644, Lng: -88.124833), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: TR 61D LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.564, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273272, Location: 1310 N 1700 E (Lat: 40.592897, Lng: -88.138025), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: TRIB. TO LOUIS CREEK, Facility Carried by Structure: TR 64A LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.270, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273272, Location: 1310 N 1700 E (Lat: 40.592897, Lng: -88.138025), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: TRIB. TO LOUIS CREEK, Facility Carried by Structure: TR 64A LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.270, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273382, Location: 1480E, 1200N (Lat: 40.574822, Lng: -88.178939), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 325 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: FAS341 CH3 MELVIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.461, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than 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 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 273382, Location: 1480E, 1200N (Lat: 40.574822, Lng: -88.178939), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 325 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: FAS341 CH3 MELVIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.461, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than 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 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 273388, Location: 1310 E, 1400 N (Lat: 40.603803, Lng: -88.212494), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20+Mod, Features Intersected: WALL TOWN DR DITCH, Facility Carried by Structure: TR 59B LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273388, Location: 1310 E, 1400 N (Lat: 40.603803, Lng: -88.212494), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20+Mod, Features Intersected: WALL TOWN DR DITCH, Facility Carried by Structure: TR 59B LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273398, Location: 1230E,1500N (Lat: 40.618119, Lng: -88.228136), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: WALL TOWN DITCH, Facility Carried by Structure: TR 57D LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, 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: 2, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273398, Location: 1230E,1500N (Lat: 40.618119, Lng: -88.228136), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: WALL TOWN DITCH, Facility Carried by Structure: TR 57D LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, 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: 2, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 27342, Location: 2 MI E OF ROBERTS (Lat: 40.615781, Lng: -88.138736), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 64A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.695, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 27342, Location: 2 MI E OF ROBERTS (Lat: 40.615781, Lng: -88.138736), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 64A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.695, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273427, Location: 1260E,1600N (Lat: 40.632683, Lng: -88.223819), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20+Mod, Features Intersected: WALL TOWN DR DITCH, Facility Carried by Structure: FAS 473/SHAMBROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 273427, Location: 1260E,1600N (Lat: 40.632683, Lng: -88.223819), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20+Mod, Features Intersected: WALL TOWN DR DITCH, Facility Carried by Structure: FAS 473/SHAMBROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 273437, Location: 1560N,1600E (Lat: 40.626550, Lng: -88.158247), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 60A LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.520, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 273437, Location: 1560N,1600E (Lat: 40.626550, Lng: -88.158247), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 60A LYMAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.520, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous