Bridge Statistics for Ina, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 102ft / 30.9mTotal length
- $710,000Total costs
- 91,350Total average daily traffic
- 34,051Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ina
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 21970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- 32020-2022
- Bridge Condition - Deck
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 16.7%Excellent
- 16.7%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 16.7%Excellent
- 50.0%Very good
- 33.3%Good
- Bridge Condition - Channel
- 75.0%Very good
- 12.5%Good
- 12.5%Fair
- Bridge Condition - Culverts
- 25.0%Excellent
- 50.0%Very good
- 25.0%Good
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Structure Number: 280032, Location: 1 MI N WHITTINGTON (Lat: 38.104608, Lng: -88.907742), Route carried "on" structure: State highway 37, Year Built: 1964, Year Reconstructed: 2002, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,900 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,024 (year 2032), Design Load: HS 20, Features Intersected: GUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.645, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $47,000, Total Project Cost: $710,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 280032, Location: 1 MI N WHITTINGTON (Lat: 38.104608, Lng: -88.907742), Route carried "on" structure: State highway 37, Year Built: 1964, Year Reconstructed: 2002, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,900 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,024 (year 2032), Design Load: HS 20, Features Intersected: GUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.645, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $47,000, Total Project Cost: $710,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 280055, Location: JEFFERSON CO LINE (Lat: 38.125669, Lng: -88.912383), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 900 (year 2032), Design Load: HS 20, Features Intersected: FAI RTE 57, Facility Carried by Structure: TR 3 (N COUNTY LIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 280055, Location: JEFFERSON CO LINE (Lat: 38.125669, Lng: -88.912383), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 900 (year 2032), Design Load: HS 20, Features Intersected: FAI RTE 57, Facility Carried by Structure: TR 3 (N COUNTY LIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 283209, Location: 2 MI NW OF EWING (Lat: 38.120794, Lng: -88.875758), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 185 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO GUN CREEK, Facility Carried by Structure: TR 244
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283209, Location: 2 MI NW OF EWING (Lat: 38.120794, Lng: -88.875758), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 185 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO GUN CREEK, Facility Carried by Structure: TR 244
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283243, Location: NW EWING (Lat: 38.119778, Lng: -88.875714), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 185 (year 2032), Design Load: HS 20, Features Intersected: TR GUN CK, Facility Carried by Structure: TR 244
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283243, Location: NW EWING (Lat: 38.119778, Lng: -88.875714), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 185 (year 2032), Design Load: HS 20, Features Intersected: TR GUN CK, Facility Carried by Structure: TR 244
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 410113, Location: INA INTERCHANGE (Lat: 38.154711, Lng: -88.913881), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 3,200 (year 2021), Truck Traffic: 34%, Average Future Daily Traffic: 4,420 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-57, Facility Carried by Structure: NORTH ST. (CH 42)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.1m (105.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 48.0 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: 36.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 410113, Location: INA INTERCHANGE (Lat: 38.154711, Lng: -88.913881), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 3,200 (year 2021), Truck Traffic: 34%, Average Future Daily Traffic: 4,420 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-57, Facility Carried by Structure: NORTH ST. (CH 42)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.1m (105.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 48.0 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: 36.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41202, Location: N PART OF INA (Lat: 38.168058, Lng: -88.903792), Route carried "on" structure: State highway 37, Year Built: 2020, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 3,800 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,850 (year 2025), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.742, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 60.6 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: 46.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 41202, Location: N PART OF INA (Lat: 38.168058, Lng: -88.903792), Route carried "on" structure: State highway 37, Year Built: 2020, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 3,800 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,850 (year 2025), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.742, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 60.6 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: 46.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 413046, Location: 1 MI S INA (Lat: 38.126017, Lng: -88.887511), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 238 (year 2032), Design Load: HS 15, Features Intersected: GUN CREEK, Facility Carried by Structure: TR-3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 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, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 413046, Location: 1 MI S INA (Lat: 38.126017, Lng: -88.887511), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 238 (year 2032), Design Load: HS 15, Features Intersected: GUN CREEK, Facility Carried by Structure: TR-3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 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, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 413632, Location: 0.5 MI W SPRING GARD (Lat: 38.163317, Lng: -88.863025), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 304 (year 2032), Design Load: HS 20, Features Intersected: TRIB GUN CREEK, Facility Carried by Structure: FAS 824
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.159, Lanes on structure: 2, Owner: County 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: 14.9m (48.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 413632, Location: 0.5 MI W SPRING GARD (Lat: 38.163317, Lng: -88.863025), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 304 (year 2032), Design Load: HS 20, Features Intersected: TRIB GUN CREEK, Facility Carried by Structure: FAS 824
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.159, Lanes on structure: 2, Owner: County 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: 14.9m (48.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 413743, Location: 1 MI E SPRING GARDEN (Lat: 38.148694, Lng: -88.845278), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 359 (year 2032), Design Load: HS 25 or greater, Features Intersected: GUN CREEK, Facility Carried by Structure: E INA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.782, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 413743, Location: 1 MI E SPRING GARDEN (Lat: 38.148694, Lng: -88.845278), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 359 (year 2032), Design Load: HS 25 or greater, Features Intersected: GUN CREEK, Facility Carried by Structure: E INA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.782, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 415047, Location: 1 MI E INA (Lat: 38.148550, Lng: -88.870908), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 221 (year 2032), Design Load: HS 20, Features Intersected: TRIB GUN CREEK, Facility Carried by Structure: TR-531
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021
Structure Number: 415047, Location: 1 MI E INA (Lat: 38.148550, Lng: -88.870908), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 221 (year 2032), Design Load: HS 20, Features Intersected: TRIB GUN CREEK, Facility Carried by Structure: TR-531
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021
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Structure Number: 280055, Location: JEFFERSON CO LINE (Lat: 38.125536, Lng: -88.911831), Route carried "under" structure: Interstate 57, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 38,500 (year 2021), Truck Traffic: 42%, Features Intersected: FAI RTE 57, Facility Carried by Structure: TR 3 (N COUNTY LIN
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 129.822, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.5m (67.3ft)
Structure Number: 280055, Location: JEFFERSON CO LINE (Lat: 38.125536, Lng: -88.911831), Route carried "under" structure: Interstate 57, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 38,500 (year 2021), Truck Traffic: 42%, Features Intersected: FAI RTE 57, Facility Carried by Structure: TR 3 (N COUNTY LIN
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 129.822, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.5m (67.3ft)
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Structure Number: 410113, Location: INA INTERCHANGE (Lat: 38.154711, Lng: -88.913550), Route carried "under" structure: Interstate 57, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 39,900 (year 2021), Truck Traffic: 40%, Features Intersected: I-57, Facility Carried by Structure: NORTH ST. (CH 42)
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 133.073, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.1m (105.3ft)
Structure Number: 410113, Location: INA INTERCHANGE (Lat: 38.154711, Lng: -88.913550), Route carried "under" structure: Interstate 57, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 39,900 (year 2021), Truck Traffic: 40%, Features Intersected: I-57, Facility Carried by Structure: NORTH ST. (CH 42)
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 133.073, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.1m (105.3ft)