Bridge Statistics for West City, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 128ft / 39.5mTotal length
- $245,000Total costs
- 150,725Total average daily traffic
- 49,809Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West City
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 61960-1969
- 11970-1979
- 21980-1989
- 11990-1999
- 42000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 8.3%Excellent
- 58.3%Very good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 8.3%Excellent
- 58.3%Very good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 8.3%Excellent
- 58.3%Very good
- 25.0%Good
- 8.3%Satisfactory
- Bridge Condition - Channel
- 7.7%Excellent
- 53.8%Very good
- 38.5%Good
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Good
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Structure Number: 28002, Location: 1.8 MI E BUCKNER (Lat: 37.993975, Lng: -88.977403), Route carried "on" structure: State highway 14, Year Built: 1923, Year Reconstructed: 1970, Status: Open, Structure Length: 10.69m (35.07ft), Average Daily Traffic: 6,350 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 7,148 (year 2032), Design Load: HS 20, Features Intersected: BIG MUDDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.2 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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 28002, Location: 1.8 MI E BUCKNER (Lat: 37.993975, Lng: -88.977403), Route carried "on" structure: State highway 14, Year Built: 1923, Year Reconstructed: 1970, Status: Open, Structure Length: 10.69m (35.07ft), Average Daily Traffic: 6,350 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 7,148 (year 2032), Design Load: HS 20, Features Intersected: BIG MUDDY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.2 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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 280022, Location: IN WEST CITY I57/14 (Lat: 37.996800, Lng: -88.934319), Route carried "on" structure: State highway 14, Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 11,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,250 (year 2032), Design Load: HS 20, Features Intersected: INTERSTATE 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.763, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 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, 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: 280022, Location: IN WEST CITY I57/14 (Lat: 37.996800, Lng: -88.934319), Route carried "on" structure: State highway 14, Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 11,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,250 (year 2032), Design Load: HS 20, Features Intersected: INTERSTATE 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.763, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 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, 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: 280063, Location: IN WEST CITY (Lat: 37.994092, Lng: -88.935383), Route carried "on" structure: Other road , Year Built: 1964, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,483 (year 2032), Design Load: HS 15, Features Intersected: I-57 & RAMPS, Facility Carried by Structure: WEBSTER ST-WEST CI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 6, 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: 5, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $10,000, Total Project Cost: $245,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 280063, Location: IN WEST CITY (Lat: 37.994092, Lng: -88.935383), Route carried "on" structure: Other road , Year Built: 1964, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,483 (year 2032), Design Load: HS 15, Features Intersected: I-57 & RAMPS, Facility Carried by Structure: WEBSTER ST-WEST CI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 6, 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: 5, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $10,000, Total Project Cost: $245,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 282012, Location: NEAR WCL OF WESTCITY (Lat: 37.993953, Lng: -88.972478), Route carried "on" structure: State highway 14, Year Built: 2001, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 6,350 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 7,148 (year 2032), Design Load: HS 20, Features Intersected: BIGMUDDY RV OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.383, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 282012, Location: NEAR WCL OF WESTCITY (Lat: 37.993953, Lng: -88.972478), Route carried "on" structure: State highway 14, Year Built: 2001, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 6,350 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 7,148 (year 2032), Design Load: HS 20, Features Intersected: BIGMUDDY RV OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.383, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
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Structure Number: 2832, Location: REND CITY RD. (Lat: 38.010028, Lng: -88.984300), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1971, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,650 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 1,324 (year 2032), Design Load: HS 20, Features Intersected: BRANCH BIG MUDDY RIV, Facility Carried by Structure: FAS 1874 REND CTY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.279, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2832, Location: REND CITY RD. (Lat: 38.010028, Lng: -88.984300), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1971, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,650 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 1,324 (year 2032), Design Load: HS 20, Features Intersected: BRANCH BIG MUDDY RIV, Facility Carried by Structure: FAS 1874 REND CTY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.279, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 283224, Location: 1.5 M SW CITY (Lat: 37.975758, Lng: -88.968219), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 20, Features Intersected: TR B MUDDY, Facility Carried by Structure: TR 235
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Good, 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: 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: 283224, Location: 1.5 M SW CITY (Lat: 37.975758, Lng: -88.968219), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 20, Features Intersected: TR B MUDDY, Facility Carried by Structure: TR 235
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Good, 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: 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: 283291, Location: 0825N-1050E (Lat: 37.983447, Lng: -88.956183), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 50%, Average Future Daily Traffic: 397 (year 2032), Design Load: HS 20, Features Intersected: BRANCH BIG MUDDY RV, Facility Carried by Structure: TR 164B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, 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: 1, Length of Maximum Span: 14.4m (47.2ft), 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: 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: 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: 283291, Location: 0825N-1050E (Lat: 37.983447, Lng: -88.956183), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 50%, Average Future Daily Traffic: 397 (year 2032), Design Load: HS 20, Features Intersected: BRANCH BIG MUDDY RV, Facility Carried by Structure: TR 164B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, 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: 1, Length of Maximum Span: 14.4m (47.2ft), 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: 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: 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: 283351, Location: 2 MI S WEST CITY (Lat: 37.960997, Lng: -88.956286), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 212 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO BIG MUDDY RV, Facility Carried by Structure: TR 178-E BETHEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 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: 283351, Location: 2 MI S WEST CITY (Lat: 37.960997, Lng: -88.956286), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 212 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO BIG MUDDY RV, Facility Carried by Structure: TR 178-E BETHEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 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: 283368, Location: 0.75 M S IL 14 (Lat: 37.983053, Lng: -88.950958), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 265 (year 2032), Design Load: HS 20, Features Intersected: TRIB-BIG MUDDY RIVER, Facility Carried by Structure: TR 209-ST JOSEPH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 12.0m (39.4ft), 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: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283368, Location: 0.75 M S IL 14 (Lat: 37.983053, Lng: -88.950958), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 265 (year 2032), Design Load: HS 20, Features Intersected: TRIB-BIG MUDDY RIVER, Facility Carried by Structure: TR 209-ST JOSEPH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 12.0m (39.4ft), 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: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283387, Location: EAKIN GRAVE ROAD (Lat: 37.980894, Lng: -88.957278), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 185 (year 2032), Design Load: HS 20, Features Intersected: BIG MUDDY RIVER TRIB, Facility Carried by Structure: TR 164B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.513, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283387, Location: EAKIN GRAVE ROAD (Lat: 37.980894, Lng: -88.957278), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 185 (year 2032), Design Load: HS 20, Features Intersected: BIG MUDDY RIVER TRIB, Facility Carried by Structure: TR 164B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.513, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283396, Location: 1.0MI S WEST CITY (Lat: 37.984250, Lng: -88.942367), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 530 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BENTON FIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283396, Location: 1.0MI S WEST CITY (Lat: 37.984250, Lng: -88.942367), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 530 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BENTON FIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283404, Location: 0.30MI E ST JOSEPH R (Lat: 37.979508, Lng: -88.946011), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 318 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB TO BIG MUDDY, Facility Carried by Structure: LINN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283404, Location: 0.30MI E ST JOSEPH R (Lat: 37.979508, Lng: -88.946011), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 318 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB TO BIG MUDDY, Facility Carried by Structure: LINN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283414, Location: 500' So of SHORT CR (Lat: 37.971269, Lng: -88.965508), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 195 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB TO BIG MUDDY, Facility Carried by Structure: TR 164B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 283414, Location: 500' So of SHORT CR (Lat: 37.971269, Lng: -88.965508), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 195 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB TO BIG MUDDY, Facility Carried by Structure: TR 164B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 283421, Location: 500' N RIVER BEND RD (Lat: 37.977203, Lng: -88.965453), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 175 (year 2046), Design Load: HS 25 or greater, Features Intersected: BIG MUDDY TRIB, Facility Carried by Structure: EAKINGROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 48.6 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: 37.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 283421, Location: 500' N RIVER BEND RD (Lat: 37.977203, Lng: -88.965453), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 175 (year 2046), Design Load: HS 25 or greater, Features Intersected: BIG MUDDY TRIB, Facility Carried by Structure: EAKINGROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 48.6 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: 37.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 285003, Location: REND LAKE DAM (Lat: 38.031394, Lng: -88.985236), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,006 (year 2032), Design Load: HS 20, Features Intersected: BRANCH BIG MUDDY RIV, Facility Carried by Structure: FAS 1874 REND CTY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.881, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 285003, Location: REND LAKE DAM (Lat: 38.031394, Lng: -88.985236), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,006 (year 2032), Design Load: HS 20, Features Intersected: BRANCH BIG MUDDY RIV, Facility Carried by Structure: FAS 1874 REND CTY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.881, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 28001, Location: .4 MI. S W. CITY INT (Lat: 37.990728, Lng: -88.935247), 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: FAI RTE 57, Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 114.566, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 28001, Location: .4 MI. S W. CITY INT (Lat: 37.990728, Lng: -88.935247), 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: FAI RTE 57, Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 114.566, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
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Structure Number: 280022, Location: IN WEST CITY I57/14 (Lat: 37.996800, Lng: -88.934319), Route carried "under" structure: Interstate 57, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 38,900 (year 2021), Truck Traffic: 41%, Features Intersected: INTERSTATE 57, Facility Carried by Structure: ILL 14
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 115.178, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.1m (62.7ft)
Structure Number: 280022, Location: IN WEST CITY I57/14 (Lat: 37.996800, Lng: -88.934319), Route carried "under" structure: Interstate 57, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 38,900 (year 2021), Truck Traffic: 41%, Features Intersected: INTERSTATE 57, Facility Carried by Structure: ILL 14
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 115.178, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.1m (62.7ft)
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Structure Number: 280063, Location: IN WEST CITY (Lat: 37.993444, Lng: -88.935017), Route carried "under" structure: Other road , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2021), Truck Traffic: 12%, Features Intersected: I-57 & RAMPS, Facility Carried by Structure: WEBSTER ST-WEST CI
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 280063, Location: IN WEST CITY (Lat: 37.993444, Lng: -88.935017), Route carried "under" structure: Other road , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2021), Truck Traffic: 12%, Features Intersected: I-57 & RAMPS, Facility Carried by Structure: WEBSTER ST-WEST CI
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 280063, Location: IN WEST CITY (Lat: 37.994086, Lng: -88.935053), Route carried "under" structure: Interstate 57, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2021), Truck Traffic: 39%, Features Intersected: I-57 & RAMPS, Facility Carried by Structure: WEBSTER ST-WEST CI
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 114.872, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 280063, Location: IN WEST CITY (Lat: 37.994086, Lng: -88.935053), Route carried "under" structure: Interstate 57, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2021), Truck Traffic: 39%, Features Intersected: I-57 & RAMPS, Facility Carried by Structure: WEBSTER ST-WEST CI
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 114.872, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)