Bridge Statistics for West Frankfort, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 38Number of bridges
- 394ft / 120mTotal length
- $1,062,000Total costs
- 335,000Total average daily traffic
- 120,422Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Frankfort
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 131960-1969
- 11970-1979
- 21980-1989
- 81990-1999
- 42000-2009
- 62010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 51980-1989
- 21990-1999
- Bridge Condition - Deck
- 3.8%Excellent
- 30.8%Very good
- 26.9%Good
- 30.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 3.8%Excellent
- 38.5%Very good
- 23.1%Good
- 23.1%Satisfactory
- 11.5%Fair
- Bridge Condition - Substructure
- 3.8%Excellent
- 50.0%Very good
- 34.6%Good
- 7.7%Satisfactory
- 3.8%Fair
- Bridge Condition - Channel
- 8.0%Excellent
- 60.0%Very good
- 20.0%Good
- 12.0%Satisfactory
- Bridge Condition - Culverts
- 40.0%Very good
- 20.0%Good
- 40.0%Satisfactory
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Structure Number: 280001, Location: S OF SCL W FRANKFORT (Lat: 37.882642, Lng: -88.942572), Route carried "on" structure: Interstate 57, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 15,500 (year 2020), Truck Traffic: 44%, Average Future Daily Traffic: 18,956 (year 2032), Design Load: HS 20+Mod, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.255, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Fair, 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 280001, Location: S OF SCL W FRANKFORT (Lat: 37.882642, Lng: -88.942572), Route carried "on" structure: Interstate 57, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 15,500 (year 2020), Truck Traffic: 44%, Average Future Daily Traffic: 18,956 (year 2032), Design Load: HS 20+Mod, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.255, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Fair, 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 280002, Location: S OF SCL W FRANKFORT (Lat: 37.882778, Lng: -88.942619), Route carried "on" structure: Interstate 57, Year Built: 1961, Year Reconstructed: 1994, Status: Open, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 15,500 (year 2020), Truck Traffic: 44%, Average Future Daily Traffic: 18,956 (year 2032), Design Load: HS 20+Mod, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.271, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 280002, Location: S OF SCL W FRANKFORT (Lat: 37.882778, Lng: -88.942619), Route carried "on" structure: Interstate 57, Year Built: 1961, Year Reconstructed: 1994, Status: Open, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 15,500 (year 2020), Truck Traffic: 44%, Average Future Daily Traffic: 18,956 (year 2032), Design Load: HS 20+Mod, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.271, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 280006, Location: 1.5 MI N W FRANKFORT (Lat: 37.928444, Lng: -88.946575), Route carried "on" structure: Interstate 57, Year Built: 1962, Year Reconstructed: 1993, Status: Open, Structure Length: 11.20m (36.75ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 16,203 (year 2032), Design Load: HS 20+Mod, Features Intersected: M. FORK BIG MUDDY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.340, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 280006, Location: 1.5 MI N W FRANKFORT (Lat: 37.928444, Lng: -88.946575), Route carried "on" structure: Interstate 57, Year Built: 1962, Year Reconstructed: 1993, Status: Open, Structure Length: 11.20m (36.75ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 16,203 (year 2032), Design Load: HS 20+Mod, Features Intersected: M. FORK BIG MUDDY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.340, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 280007, Location: 1.5 MI N W FRANKFORT (Lat: 37.928589, Lng: -88.946572), Route carried "on" structure: Interstate 57, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 11.20m (36.75ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 16,203 (year 2032), Design Load: HS 20+Mod, Features Intersected: M. FORK BIG MUDDY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.356, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 280007, Location: 1.5 MI N W FRANKFORT (Lat: 37.928589, Lng: -88.946572), Route carried "on" structure: Interstate 57, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 11.20m (36.75ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 16,203 (year 2032), Design Load: HS 20+Mod, Features Intersected: M. FORK BIG MUDDY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.356, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 280034, Location: 0.5 MI N W FRANKFORT (Lat: 37.916650, Lng: -88.933150), Route carried "on" structure: State highway 37, Year Built: 1938, Year Reconstructed: 1987, Status: Open, Structure Length: 11.20m (36.75ft), Average Daily Traffic: 5,450 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,083 (year 2032), Design Load: HS 20, Features Intersected: M FORK BIG MUDDY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.129, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $400,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 280034, Location: 0.5 MI N W FRANKFORT (Lat: 37.916650, Lng: -88.933150), Route carried "on" structure: State highway 37, Year Built: 1938, Year Reconstructed: 1987, Status: Open, Structure Length: 11.20m (36.75ft), Average Daily Traffic: 5,450 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,083 (year 2032), Design Load: HS 20, Features Intersected: M FORK BIG MUDDY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.129, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $400,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 280039, Location: IN WEST FRANKFORT (Lat: 37.897739, Lng: -88.946175), Route carried "on" structure: State highway 149, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 10,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 15,356 (year 2032), Design Load: HS 20, Features Intersected: INTERSTATE 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.146, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.7 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 280039, Location: IN WEST FRANKFORT (Lat: 37.897739, Lng: -88.946175), Route carried "on" structure: State highway 149, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 10,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 15,356 (year 2032), Design Load: HS 20, Features Intersected: INTERSTATE 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.146, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.7 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 280058, Location: 1.5 MI S OF FAP 873 (Lat: 37.875811, Lng: -88.941792), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 847 (year 2032), Design Load: HS 15, Features Intersected: FAI RTE 57, Facility Carried by Structure: FAU 9496
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 280058, Location: 1.5 MI S OF FAP 873 (Lat: 37.875811, Lng: -88.941792), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 847 (year 2032), Design Load: HS 15, Features Intersected: FAI RTE 57, Facility Carried by Structure: FAU 9496
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 280061, Location: NEAR SCL W FRANKFORT (Lat: 37.891619, Lng: -88.945100), Route carried "on" structure: Other road , Year Built: 1962, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 794 (year 2032), Design Load: HS 15, Features Intersected: INTERSTATE 57, Facility Carried by Structure: NORTH RD-W FRANKFO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Operating Rating: 47.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 280061, Location: NEAR SCL W FRANKFORT (Lat: 37.891619, Lng: -88.945100), Route carried "on" structure: Other road , Year Built: 1962, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 794 (year 2032), Design Load: HS 15, Features Intersected: INTERSTATE 57, Facility Carried by Structure: NORTH RD-W FRANKFO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Operating Rating: 47.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 280062, Location: 3.5 MI S BENTON (Lat: 37.950261, Lng: -88.935792), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,059 (year 2032), Design Load: HS 15, Features Intersected: FAI 57, Facility Carried by Structure: FAS 1877 (YELLOW B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.675, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 280062, Location: 3.5 MI S BENTON (Lat: 37.950261, Lng: -88.935792), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,059 (year 2032), Design Load: HS 15, Features Intersected: FAI 57, Facility Carried by Structure: FAS 1877 (YELLOW B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.675, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 280078, Location: S OF SCL W FRANKFORT (Lat: 37.885156, Lng: -88.931711), Route carried "on" structure: State highway 37, Year Built: 2012, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 7,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,100 (year 2036), Design Load: HS 25 or greater, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.637, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.7 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 280078, Location: S OF SCL W FRANKFORT (Lat: 37.885156, Lng: -88.931711), Route carried "on" structure: State highway 37, Year Built: 2012, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 7,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,100 (year 2036), Design Load: HS 25 or greater, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.637, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.7 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 280079, Location: AT NCL W. FRANKFORT (Lat: 37.908150, Lng: -88.946419), Route carried "on" structure: Interstate 57, Year Built: 2012, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 15,779 (year 2032), Design Load: HS 20+Mod, Features Intersected: 7TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.071, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 280079, Location: AT NCL W. FRANKFORT (Lat: 37.908150, Lng: -88.946419), Route carried "on" structure: Interstate 57, Year Built: 2012, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 15,779 (year 2032), Design Load: HS 20+Mod, Features Intersected: 7TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.071, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28008, Location: AT NCL W. FRANKFORT (Lat: 37.908294, Lng: -88.946419), Route carried "on" structure: Interstate 57, Year Built: 2012, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 52,500 (year 2036), Design Load: HS 20+Mod, Features Intersected: 7TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.087, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28008, Location: AT NCL W. FRANKFORT (Lat: 37.908294, Lng: -88.946419), Route carried "on" structure: Interstate 57, Year Built: 2012, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 52,500 (year 2036), Design Load: HS 20+Mod, Features Intersected: 7TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.087, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28201, Location: 0.5 MI N W FRANKFORT (Lat: 37.921247, Lng: -88.933131), Route carried "on" structure: State highway 37, Year Built: 1998, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,450 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,401 (year 2032), Design Load: HS 20, Features Intersected: BRANCH-MF BIG MUDDY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.628, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021
Structure Number: 28201, Location: 0.5 MI N W FRANKFORT (Lat: 37.921247, Lng: -88.933131), Route carried "on" structure: State highway 37, Year Built: 1998, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,450 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,401 (year 2032), Design Load: HS 20, Features Intersected: BRANCH-MF BIG MUDDY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.628, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum 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: 282017, Location: SCL WEST FRANKFORT (Lat: 37.888047, Lng: -88.931711), Route carried "on" structure: State highway 37, Year Built: 2012, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 7,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 6,142 (year 2032), Design Load: HS 20, Features Intersected: STREAM S W.FRANKFORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: 282017, Location: SCL WEST FRANKFORT (Lat: 37.888047, Lng: -88.931711), Route carried "on" structure: State highway 37, Year Built: 2012, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 7,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 6,142 (year 2032), Design Load: HS 20, Features Intersected: STREAM S W.FRANKFORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: 283011, Location: NEAR NE CL OF WF (Lat: 37.910572, Lng: -88.896700), Route carried "on" structure: County highway , Year Built: 1953, Year Reconstructed: 2001, Status: Open, Structure Length: 6.38m (20.93ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,012 (year 2032), Design Load: HS 20, Features Intersected: EWING CREEK, Facility Carried by Structure: FAS 1872-DEERING R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $441,000, Roadway Improvement Cost: $44,000, Total Project Cost: $662,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 283011, Location: NEAR NE CL OF WF (Lat: 37.910572, Lng: -88.896700), Route carried "on" structure: County highway , Year Built: 1953, Year Reconstructed: 2001, Status: Open, Structure Length: 6.38m (20.93ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,012 (year 2032), Design Load: HS 20, Features Intersected: EWING CREEK, Facility Carried by Structure: FAS 1872-DEERING R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $441,000, Roadway Improvement Cost: $44,000, Total Project Cost: $662,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 283212, Location: 1 MI S W. FRANKFORT (Lat: 37.879650, Lng: -88.903014), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,112 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 222
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283212, Location: 1 MI S W. FRANKFORT (Lat: 37.879650, Lng: -88.903014), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,112 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 222
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283228, Location: NO 9 BLACKTOP (Lat: 37.895464, Lng: -88.883708), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,218 (year 2032), Design Load: HS 20, Features Intersected: TR EWING CREEK, Facility Carried by Structure: CH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283228, Location: NO 9 BLACKTOP (Lat: 37.895464, Lng: -88.883708), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,218 (year 2032), Design Load: HS 20, Features Intersected: TR EWING CREEK, Facility Carried by Structure: CH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283278, Location: 1/2 MI S W FRANKFORT (Lat: 37.886417, Lng: -88.921289), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 530 (year 2032), Design Load: HS 20, Features Intersected: TRIB POND CREEK, Facility Carried by Structure: TR 204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283278, Location: 1/2 MI S W FRANKFORT (Lat: 37.886417, Lng: -88.921289), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 530 (year 2032), Design Load: HS 20, Features Intersected: TRIB POND CREEK, Facility Carried by Structure: TR 204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283294, Location: 1240E-140N (Lat: 37.883097, Lng: -88.920950), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 530 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, 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: 23.3m (76.4ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283294, Location: 1240E-140N (Lat: 37.883097, Lng: -88.920950), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 530 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, 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: 23.3m (76.4ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283309, Location: 000N 2000E (Lat: 37.864369, Lng: -88.853978), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: BRANCH POND CREEK, Facility Carried by Structure: TR 260
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283309, Location: 000N 2000E (Lat: 37.864369, Lng: -88.853978), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: BRANCH POND CREEK, Facility Carried by Structure: TR 260
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283322, Location: 1225E025N (Lat: 37.865978, Lng: -88.923300), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 424 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO POND CREEK, Facility Carried by Structure: TR 204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283322, Location: 1225E025N (Lat: 37.865978, Lng: -88.923300), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 424 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO POND CREEK, Facility Carried by Structure: TR 204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283329, Location: 100N 1100E (Lat: 37.875217, Lng: -88.946614), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 847 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 403
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283329, Location: 100N 1100E (Lat: 37.875217, Lng: -88.946614), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 847 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 403
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283349, Location: DEERING (Lat: 37.918206, Lng: -88.876675), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO EWING CREEK, Facility Carried by Structure: TR 327-MOORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, 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: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 283349, Location: DEERING (Lat: 37.918206, Lng: -88.876675), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO EWING CREEK, Facility Carried by Structure: TR 327-MOORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, 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: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 283366, Location: 0.7 M S WEST FRKFORT (Lat: 37.880508, Lng: -88.902883), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,112 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 222-S MARION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, 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: 18.0m (59.1ft), 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: 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283366, Location: 0.7 M S WEST FRKFORT (Lat: 37.880508, Lng: -88.902883), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,112 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 222-S MARION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, 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: 18.0m (59.1ft), 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: 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283381, Location: OLD MARION RD (Lat: 37.881083, Lng: -88.902789), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,112 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK TRIB, Facility Carried by Structure: TR 222
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: 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: July 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283381, Location: OLD MARION RD (Lat: 37.881083, Lng: -88.902789), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,112 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK TRIB, Facility Carried by Structure: TR 222
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: 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: July 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283382, Location: RUSSELL ROAD (Lat: 37.891589, Lng: -88.949081), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Future Daily Traffic: 344 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283382, Location: RUSSELL ROAD (Lat: 37.891589, Lng: -88.949081), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Future Daily Traffic: 344 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 28342, Location: 0.5MI W OLD MARION R (Lat: 37.862314, Lng: -88.914028), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 630 (year 2037), Design Load: HS 25 or greater, Features Intersected: TRIB TO POND CREEK, Facility Carried by Structure: HARMONY CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, 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: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 28342, Location: 0.5MI W OLD MARION R (Lat: 37.862314, Lng: -88.914028), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 630 (year 2037), Design Load: HS 25 or greater, Features Intersected: TRIB TO POND CREEK, Facility Carried by Structure: HARMONY CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, 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: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 285002, Location: DEERING RD (Lat: 37.906917, Lng: -88.899631), Route carried "on" structure: Other road , Year Built: 1954, Year Reconstructed: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,906 (year 2032), Features Intersected: EWING CR, Facility Carried by Structure: FAU 9489 WATER PL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 285002, Location: DEERING RD (Lat: 37.906917, Lng: -88.899631), Route carried "on" structure: Other road , Year Built: 1954, Year Reconstructed: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,906 (year 2032), Features Intersected: EWING CR, Facility Carried by Structure: FAU 9489 WATER PL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1003146, Location: 5 MI N OF PITTSBURG (Lat: 37.862517, Lng: -88.854467), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 143 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 552
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 1003146, Location: 5 MI N OF PITTSBURG (Lat: 37.862517, Lng: -88.854467), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 143 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 552
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1003158, Location: 3 MI NE JOHNSTON CTY (Lat: 37.862517, Lng: -88.891706), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 514 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: TR 5-HARMONY CH RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 1003158, Location: 3 MI NE JOHNSTON CTY (Lat: 37.862517, Lng: -88.891706), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 514 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: TR 5-HARMONY CH RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1003168, Location: 0.125 E. IL 37 (Lat: 37.862183, Lng: -88.925469), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 914 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO POND CREEK, Facility Carried by Structure: HARMONY CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, 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: 7.3m (24.0ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1003168, Location: 0.125 E. IL 37 (Lat: 37.862183, Lng: -88.925469), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 914 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO POND CREEK, Facility Carried by Structure: HARMONY CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, 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: 7.3m (24.0ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 280003, Location: .3 MI. S OF W. FRANK (Lat: 37.893167, Lng: -88.945397), Route carried "under" structure: Interstate 57, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2020), Truck Traffic: 44%, Features Intersected: FAI RTE 57, Facility Carried by Structure: B N RR
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 103.510, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.4m (83.3ft)
Structure Number: 280003, Location: .3 MI. S OF W. FRANK (Lat: 37.893167, Lng: -88.945397), Route carried "under" structure: Interstate 57, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2020), Truck Traffic: 44%, Features Intersected: FAI RTE 57, Facility Carried by Structure: B N RR
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 103.510, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.4m (83.3ft)
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Structure Number: 280039, Location: IN WEST FRANKFORT (Lat: 37.897739, Lng: -88.946175), Route carried "under" structure: Interstate 57, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2021), Truck Traffic: 39%, Features Intersected: INTERSTATE 57, Facility Carried by Structure: ILL 149
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 103.961, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 280039, Location: IN WEST FRANKFORT (Lat: 37.897739, Lng: -88.946175), Route carried "under" structure: Interstate 57, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2021), Truck Traffic: 39%, Features Intersected: INTERSTATE 57, Facility Carried by Structure: ILL 149
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 103.961, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 280058, Location: 1.5 MI S OF FAP 873 (Lat: 37.875819, Lng: -88.941250), Route carried "under" structure: Interstate 57, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2020), Truck Traffic: 44%, Features Intersected: FAI RTE 57, Facility Carried by Structure: FAU 9496
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 101.466, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
Structure Number: 280058, Location: 1.5 MI S OF FAP 873 (Lat: 37.875819, Lng: -88.941250), Route carried "under" structure: Interstate 57, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2020), Truck Traffic: 44%, Features Intersected: FAI RTE 57, Facility Carried by Structure: FAU 9496
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 101.466, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
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Structure Number: 280061, Location: NEAR SCL W FRANKFORT (Lat: 37.891200, Lng: -88.945011), Route carried "under" structure: Interstate 57, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2020), Truck Traffic: 44%, Features Intersected: INTERSTATE 57, Facility Carried by Structure: NORTH RD-W FRANKFO
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 103.253, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft)
Structure Number: 280061, Location: NEAR SCL W FRANKFORT (Lat: 37.891200, Lng: -88.945011), Route carried "under" structure: Interstate 57, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2020), Truck Traffic: 44%, Features Intersected: INTERSTATE 57, Facility Carried by Structure: NORTH RD-W FRANKFO
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 103.253, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft)
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Structure Number: 280062, Location: 3.5 MI S BENTON (Lat: 37.950261, Lng: -88.935536), Route carried "under" structure: Interstate 57, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2021), Truck Traffic: 39%, Features Intersected: FAI 57, Facility Carried by Structure: FAS 1877 (YELLOW B
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 110.012, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.4m (60.4ft)
Structure Number: 280062, Location: 3.5 MI S BENTON (Lat: 37.950261, Lng: -88.935536), Route carried "under" structure: Interstate 57, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2021), Truck Traffic: 39%, Features Intersected: FAI 57, Facility Carried by Structure: FAS 1877 (YELLOW B
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 110.012, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.4m (60.4ft)
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Structure Number: 280079, Location: AT NCL W. FRANKFORT (Lat: 37.908150, Lng: -88.946419), Route carried "under" structure: Other road , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 550 (year 2019), Truck Traffic: 8%, Features Intersected: 7TH ST, Facility Carried by Structure: INTERSTATE 57 NB
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 2.060, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 280079, Location: AT NCL W. FRANKFORT (Lat: 37.908150, Lng: -88.946419), Route carried "under" structure: Other road , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 550 (year 2019), Truck Traffic: 8%, Features Intersected: 7TH ST, Facility Carried by Structure: INTERSTATE 57 NB
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 2.060, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 28008, Location: AT NCL W. FRANKFORT (Lat: 37.908144, Lng: -88.946247), Route carried "under" structure: Other road , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 550 (year 2019), Truck Traffic: 8%, Features Intersected: 7TH ST, Facility Carried by Structure: INTERSTATE 57 SB
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 2.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 28008, Location: AT NCL W. FRANKFORT (Lat: 37.908144, Lng: -88.946247), Route carried "under" structure: Other road , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 550 (year 2019), Truck Traffic: 8%, Features Intersected: 7TH ST, Facility Carried by Structure: INTERSTATE 57 SB
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 2.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)