Bridge Statistics for Kenney, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 207ft / 62.9mTotal length
- $758,000Total costs
- 4,880Total average daily traffic
- 685Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kenney
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11930-1939
- 11950-1959
- 41960-1969
- 41970-1979
- 51980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 50.0%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 25.0%Very good
- 33.3%Good
- 8.3%Satisfactory
- 16.7%Fair
- 16.7%Serious
- Bridge Condition - Channel
- 15.8%Very good
- 15.8%Good
- 47.4%Satisfactory
- 15.8%Fair
- 5.3%Poor
- Bridge Condition - Culverts
- 42.9%Good
- 42.9%Satisfactory
- 14.3%Fair
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Structure Number: 20002, Location: 2 MI E KENNEY (Lat: 40.114536, Lng: -89.057461), Route carried "on" structure: State highway 54, Year Built: 1937, Year Reconstructed: 1982, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 1,050 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,200 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.372, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20002, Location: 2 MI E KENNEY (Lat: 40.114536, Lng: -89.057461), Route carried "on" structure: State highway 54, Year Built: 1937, Year Reconstructed: 1982, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 1,050 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,200 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.372, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200061, Location: W HALLSVILLE (Lat: 40.151533, Lng: -89.108556), Route carried "on" structure: State highway 10, Year Built: 2010, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,200 (year 2032), Design Load: HS 20+Mod, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.789, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200061, Location: W HALLSVILLE (Lat: 40.151533, Lng: -89.108556), Route carried "on" structure: State highway 10, Year Built: 2010, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,200 (year 2032), Design Load: HS 20+Mod, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.789, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 203036, Location: 1.5 MI SE KENNY (Lat: 40.090092, Lng: -89.052622), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 250 (year 2032), Design Load: HS 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 203036, Location: 1.5 MI SE KENNY (Lat: 40.090092, Lng: -89.052622), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 250 (year 2032), Design Load: HS 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 203078, Location: 3.2 MI WNW KENNY (Lat: 40.122072, Lng: -89.136511), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 29 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 185
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 203078, Location: 3.2 MI WNW KENNY (Lat: 40.122072, Lng: -89.136511), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 29 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 185
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 203121, Location: 2.5 MI NW KENNEY (Lat: 40.109136, Lng: -89.123731), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 175 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK, Facility Carried by Structure: TR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 203121, Location: 2.5 MI NW KENNEY (Lat: 40.109136, Lng: -89.123731), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 175 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK, Facility Carried by Structure: TR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 203123, Location: 1 MI N OF KENNY (Lat: 40.107639, Lng: -89.081042), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 350 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK, Facility Carried by Structure: CH 7 (FAS 546)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.118, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.8 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: Better than present minimum 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 203123, Location: 1 MI N OF KENNY (Lat: 40.107639, Lng: -89.081042), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 350 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK, Facility Carried by Structure: CH 7 (FAS 546)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.118, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.8 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: Better than present minimum 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 203131, Location: 2 M NE OF KENNY (Lat: 40.114886, Lng: -89.049033), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 250 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK, Facility Carried by Structure: TR 56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.329, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 203131, Location: 2 M NE OF KENNY (Lat: 40.114886, Lng: -89.049033), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 250 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK, Facility Carried by Structure: TR 56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.329, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 203138, Location: 2 MI N OF KENNEY (Lat: 40.123975, Lng: -89.080897), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 350 (year 2032), Design Load: HS 20, Features Intersected: PLAINS BRANCH CREEK, Facility Carried by Structure: CH 7 (FAS 546)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 203138, Location: 2 MI N OF KENNEY (Lat: 40.123975, Lng: -89.080897), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 350 (year 2032), Design Load: HS 20, Features Intersected: PLAINS BRANCH CREEK, Facility Carried by Structure: CH 7 (FAS 546)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20315, Location: 2.2 MI NE OF KENNY (Lat: 40.120053, Lng: -89.056886), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 100 (year 2032), Design Load: HS 20, Features Intersected: TEN MILE CREEK, Facility Carried by Structure: TR 56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 20315, Location: 2.2 MI NE OF KENNY (Lat: 40.120053, Lng: -89.056886), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 100 (year 2032), Design Load: HS 20, Features Intersected: TEN MILE CREEK, Facility Carried by Structure: TR 56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 203172, Location: 1 MI SE OF MIDLAND (Lat: 40.136392, Lng: -89.123803), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 175 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK, Facility Carried by Structure: TR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 16.4m (53.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 203172, Location: 1 MI SE OF MIDLAND (Lat: 40.136392, Lng: -89.123803), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 175 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK, Facility Carried by Structure: TR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 16.4m (53.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 203174, Location: 1 MI W OF HALLSVILLE (Lat: 40.155339, Lng: -89.107333), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 9 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 155
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, 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: 16.8m (55.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present 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: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 203174, Location: 1 MI W OF HALLSVILLE (Lat: 40.155339, Lng: -89.107333), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 9 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 155
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, 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: 16.8m (55.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present 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: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 203189, Location: 2.8 MI NW KENNEY (Lat: 40.125406, Lng: -89.123719), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 175 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED TRIB, Facility Carried by Structure: TR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 13.3m (43.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 203189, Location: 2.8 MI NW KENNEY (Lat: 40.125406, Lng: -89.123719), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 175 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED TRIB, Facility Carried by Structure: TR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 13.3m (43.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 205002, Location: 1 MI N OF KENNY (Lat: 40.110117, Lng: -89.081022), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 350 (year 2032), Design Load: HS 15, Features Intersected: SALT CREEK OVERFLOW, Facility Carried by Structure: CH 7(FAS 546)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.844, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 205002, Location: 1 MI N OF KENNY (Lat: 40.110117, Lng: -89.081022), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 350 (year 2032), Design Load: HS 15, Features Intersected: SALT CREEK OVERFLOW, Facility Carried by Structure: CH 7(FAS 546)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.844, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 205003, Location: 1.5 MI S OF KENNY (Lat: 40.071481, Lng: -89.085939), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 375 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CH 7 (FAS 546)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.479, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Fair, Culverts: Good, 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 205003, Location: 1.5 MI S OF KENNY (Lat: 40.071481, Lng: -89.085939), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 375 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CH 7 (FAS 546)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.479, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Fair, Culverts: Good, 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 205006, Location: 4 MI SE OF KENNY (Lat: 40.049664, Lng: -89.046964), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: TR 1(MACON CO)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.336, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 205006, Location: 4 MI SE OF KENNY (Lat: 40.049664, Lng: -89.046964), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: TR 1(MACON CO)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.336, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 205009, Location: 6.5 MI S WAYNESVILLE (Lat: 40.148147, Lng: -89.119525), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 29 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 205009, Location: 6.5 MI S WAYNESVILLE (Lat: 40.148147, Lng: -89.119525), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 29 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 205018, Location: 1 MI SE MIDLAND CITY (Lat: 40.136703, Lng: -89.122289), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 75 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $68,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 205018, Location: 1 MI SE MIDLAND CITY (Lat: 40.136703, Lng: -89.122289), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 75 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $68,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 583064, Location: DEWITT CO LINE (Lat: 40.049133, Lng: -89.111197), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 52 (year 2032), Design Load: HS 15, Features Intersected: DITCH, Facility Carried by Structure: TR 1(LAKE FORK RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 13.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $619,000, Roadway Improvement Cost: $71,000, Total Project Cost: $690,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 583064, Location: DEWITT CO LINE (Lat: 40.049133, Lng: -89.111197), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 52 (year 2032), Design Load: HS 15, Features Intersected: DITCH, Facility Carried by Structure: TR 1(LAKE FORK RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 13.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $619,000, Roadway Improvement Cost: $71,000, Total Project Cost: $690,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 583293, Location: 6.8 MI W OF MAROA (Lat: 40.046883, Lng: -89.085372), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 335 (year 2032), Design Load: HS 20, Features Intersected: Trib N Fork Creek, Facility Carried by Structure: FAS 546(CH 21)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, 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: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 583293, Location: 6.8 MI W OF MAROA (Lat: 40.046883, Lng: -89.085372), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 335 (year 2032), Design Load: HS 20, Features Intersected: Trib N Fork Creek, Facility Carried by Structure: FAS 546(CH 21)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, 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: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 203034, Location: 2 MI NE OF KENNY (Lat: 40.118511, Lng: -89.055208), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 100 (year 2018), Truck Traffic: 9%, Features Intersected: TR 56, Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 3.412, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 6.1m (20.0ft)
Structure Number: 203034, Location: 2 MI NE OF KENNY (Lat: 40.118511, Lng: -89.055208), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 100 (year 2018), Truck Traffic: 9%, Features Intersected: TR 56, Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 3.412, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 6.1m (20.0ft)
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Structure Number: 203037, Location: 2.5 MI NE KENNY (Lat: 40.121786, Lng: -89.047789), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 50 (year 2018), Truck Traffic: 4%, Features Intersected: TR 60, Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.35m (10.99ft), Kilometerpoint: 12.231, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 8.5m (27.9ft)
Structure Number: 203037, Location: 2.5 MI NE KENNY (Lat: 40.121786, Lng: -89.047789), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 50 (year 2018), Truck Traffic: 4%, Features Intersected: TR 60, Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.35m (10.99ft), Kilometerpoint: 12.231, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 8.5m (27.9ft)