Bridge Statistics for Allenville, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 184ft / 56.3mTotal length
- $1,540,000Total costs
- 18,475Total average daily traffic
- 1,882Total average daily truck traffic
- 19,118Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Allenville
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 41950-1959
- 51960-1969
- 41980-1989
- 21990-1999
- Bridge Condition - Deck
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 8.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 8.3%Very good
- 33.3%Good
- 25.0%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 37.5%Good
- 43.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 700003, Location: 3 MI E OF SULLIVAN (Lat: 39.600800, Lng: -88.546742), Route carried "on" structure: State highway 121, Year Built: 1967, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 5,550 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,706 (year 2032), Design Load: HS 25 or greater, Features Intersected: JONATHAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.207, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.7m (84.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.1 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: 40.8 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: 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, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $963,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,124,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700003, Location: 3 MI E OF SULLIVAN (Lat: 39.600800, Lng: -88.546742), Route carried "on" structure: State highway 121, Year Built: 1967, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 5,550 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,706 (year 2032), Design Load: HS 25 or greater, Features Intersected: JONATHAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.207, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.7m (84.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.1 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: 40.8 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: 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, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $963,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,124,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 700004, Location: N OF ALLENVILLE (Lat: 39.572700, Lng: -88.532617), Route carried "on" structure: State highway 121, Year Built: 1967, Year Reconstructed: 1999, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 4,050 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 4,755 (year 2032), Design Load: HS 20, Features Intersected: KASKASKIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.393, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700004, Location: N OF ALLENVILLE (Lat: 39.572700, Lng: -88.532617), Route carried "on" structure: State highway 121, Year Built: 1967, Year Reconstructed: 1999, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 4,050 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 4,755 (year 2032), Design Load: HS 20, Features Intersected: KASKASKIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.393, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 700031, Location: 1.5 MI E OF ILL 32 (Lat: 39.520731, Lng: -88.582808), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,602 (year 2032), Design Load: HS 20, Features Intersected: WHITLEY CREEK, Facility Carried by Structure: FAS 642(CH 4)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.037, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 700031, Location: 1.5 MI E OF ILL 32 (Lat: 39.520731, Lng: -88.582808), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,602 (year 2032), Design Load: HS 20, Features Intersected: WHITLEY CREEK, Facility Carried by Structure: FAS 642(CH 4)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.037, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 700044, Location: 3.5 MI E OF SULLIVAN (Lat: 39.603761, Lng: -88.528575), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,152 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: CH 8(FAS 659)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.905, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700044, Location: 3.5 MI E OF SULLIVAN (Lat: 39.603761, Lng: -88.528575), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,152 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: CH 8(FAS 659)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.905, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 700045, Location: 3.5 MI E OF SULLIVAN (Lat: 39.609900, Lng: -88.528231), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,152 (year 2032), Design Load: HS 20+Mod, Features Intersected: BOLIN BRANCH, Facility Carried by Structure: FAS 659(CH 8)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.229, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700045, Location: 3.5 MI E OF SULLIVAN (Lat: 39.609900, Lng: -88.528231), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,152 (year 2032), Design Load: HS 20+Mod, Features Intersected: BOLIN BRANCH, Facility Carried by Structure: FAS 659(CH 8)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.229, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 700046, Location: 6.5 MI E OF IL 32 (Lat: 39.520428, Lng: -88.481775), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,401 (year 2032), Design Load: HS 20+Mod, Features Intersected: CRABAPPLE CREEK, Facility Carried by Structure: FAS 642 (CH 4)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.727, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700046, Location: 6.5 MI E OF IL 32 (Lat: 39.520428, Lng: -88.481775), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,401 (year 2032), Design Load: HS 20+Mod, Features Intersected: CRABAPPLE CREEK, Facility Carried by Structure: FAS 642 (CH 4)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.727, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 703012, Location: 3 MI S ALLENVILLE (Lat: 39.506803, Lng: -88.527297), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2032), Design Load: H 15, Features Intersected: WHITLEY CREEK, Facility Carried by Structure: CH 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 703012, Location: 3 MI S ALLENVILLE (Lat: 39.506803, Lng: -88.527297), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2032), Design Load: H 15, Features Intersected: WHITLEY CREEK, Facility Carried by Structure: CH 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 703027, Location: .4 MI S ALLENVILLE (Lat: 39.544364, Lng: -88.528000), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 20, Features Intersected: COON CREEK, Facility Carried by Structure: FAS 641(CH 3)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 703027, Location: .4 MI S ALLENVILLE (Lat: 39.544364, Lng: -88.528000), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 20, Features Intersected: COON CREEK, Facility Carried by Structure: FAS 641(CH 3)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
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Structure Number: 704206, Location: S EDGE ALLENVILLE (Lat: 39.549778, Lng: -88.541592), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 200 (year 2032), Design Load: HS 15, Features Intersected: COON CREEK, Facility Carried by Structure: TR 118 D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 704206, Location: S EDGE ALLENVILLE (Lat: 39.549778, Lng: -88.541592), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 200 (year 2032), Design Load: HS 15, Features Intersected: COON CREEK, Facility Carried by Structure: TR 118 D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 704225, Location: 2 MI E ALLENVILLE (Lat: 39.568381, Lng: -88.495036), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 125 (year 2032), Design Load: HS 20, Features Intersected: KASKASKIA RIVER, Facility Carried by Structure: TR 164
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 704225, Location: 2 MI E ALLENVILLE (Lat: 39.568381, Lng: -88.495036), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 125 (year 2032), Design Load: HS 20, Features Intersected: KASKASKIA RIVER, Facility Carried by Structure: TR 164
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 704226, Location: 2.2 MI E OF SULLIVAN (Lat: 39.589789, Lng: -88.555925), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 425 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 400 (year 2032), Design Load: HS 20, Features Intersected: JONATHAN CREEK, Facility Carried by Structure: TR 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.605, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 704226, Location: 2.2 MI E OF SULLIVAN (Lat: 39.589789, Lng: -88.555925), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 425 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 400 (year 2032), Design Load: HS 20, Features Intersected: JONATHAN CREEK, Facility Carried by Structure: TR 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.605, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 70431, Location: 2.2 MI NE SULLIVAN (Lat: 39.611533, Lng: -88.543236), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 15, Features Intersected: JONATHAN CREEK, Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, 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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70431, Location: 2.2 MI NE SULLIVAN (Lat: 39.611533, Lng: -88.543236), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 15, Features Intersected: JONATHAN CREEK, Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, 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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 704315, Location: 4 MI NE SULLIVAN (Lat: 39.611489, Lng: -88.525664), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2032), Design Load: HS 15, Features Intersected: BOLIN BRANCH, Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 704315, Location: 4 MI NE SULLIVAN (Lat: 39.611489, Lng: -88.525664), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2032), Design Load: HS 15, Features Intersected: BOLIN BRANCH, Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 704316, Location: 4.5 M NE SULLIVAN (Lat: 39.615106, Lng: -88.514261), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 25 (year 2032), Features Intersected: BOLIN BRANCH, Facility Carried by Structure: TR 158
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 33.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 704316, Location: 4.5 M NE SULLIVAN (Lat: 39.615106, Lng: -88.514261), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 25 (year 2032), Features Intersected: BOLIN BRANCH, Facility Carried by Structure: TR 158
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 33.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 704801, Location: 2.5 MI E OF BRUCE (Lat: 39.511644, Lng: -88.549286), Route carried "on" structure: County highway , Year Built: 1917, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2032), Features Intersected: WHITLEY CREEK, Facility Carried by Structure: TR 142
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $43,000, Total Project Cost: $416,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 704801, Location: 2.5 MI E OF BRUCE (Lat: 39.511644, Lng: -88.549286), Route carried "on" structure: County highway , Year Built: 1917, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2032), Features Intersected: WHITLEY CREEK, Facility Carried by Structure: TR 142
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $43,000, Total Project Cost: $416,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 704802, Location: 4 MI NW OF GAUS (Lat: 39.502769, Lng: -88.546375), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 15, Features Intersected: LYNN CREEK, Facility Carried by Structure: TR 142 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 704802, Location: 4 MI NW OF GAUS (Lat: 39.502769, Lng: -88.546375), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 15, Features Intersected: LYNN CREEK, Facility Carried by Structure: TR 142 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel