Bridge Statistics for Roanoke, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 171ft / 51.8mTotal length
- $9,301,000Total costs
- 19,175Total average daily traffic
- 2,410Total average daily truck traffic
- 24,372Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Roanoke
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11940-1949
- 21950-1959
- 11960-1969
- 61980-1989
- 51990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 7.7%Excellent
- 15.4%Very good
- 7.7%Good
- 46.2%Satisfactory
- 15.4%Fair
- 7.7%Serious
- Bridge Condition - Superstructure
- 7.1%Excellent
- 21.4%Very good
- 7.1%Good
- 35.7%Satisfactory
- 21.4%Fair
- 7.1%Serious
- Bridge Condition - Substructure
- 21.4%Very good
- 35.7%Good
- 21.4%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 15.0%Very good
- 35.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 16.7%Very good
- 16.7%Good
- 66.7%Fair
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Structure Number: 700015, Location: 4.0 MI S SULLIVAN (Lat: 39.536803, Lng: -88.608639), Route carried "on" structure: State highway 32, Year Built: 1967, Year Reconstructed: 2015, Status: Open, Structure Length: 19.77m (64.86ft), Average Daily Traffic: 4,500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 4,304 (year 2032), Design Load: HS 20, Features Intersected: LAKE SHELBYVILLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: 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: 40.2 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, Length Of Structure Improvement: 19.78m (64.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $8,165,000, Roadway Improvement Cost: $933,000, Total Project Cost: $9,098,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 700015, Location: 4.0 MI S SULLIVAN (Lat: 39.536803, Lng: -88.608639), Route carried "on" structure: State highway 32, Year Built: 1967, Year Reconstructed: 2015, Status: Open, Structure Length: 19.77m (64.86ft), Average Daily Traffic: 4,500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 4,304 (year 2032), Design Load: HS 20, Features Intersected: LAKE SHELBYVILLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: 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: 40.2 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, Length Of Structure Improvement: 19.78m (64.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $8,165,000, Roadway Improvement Cost: $933,000, Total Project Cost: $9,098,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1020033, Location: 5.3 MI E ILL 117 (Lat: 40.808428, Lng: -89.177831), Route carried "on" structure: County highway , Year Built: 1936, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 137 (year 2032), Design Load: H 15, Features Intersected: WEST BR PANTHER CR, Facility Carried by Structure: TR 101A 100 FT N 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.5 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1020033, Location: 5.3 MI E ILL 117 (Lat: 40.808428, Lng: -89.177831), Route carried "on" structure: County highway , Year Built: 1936, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 137 (year 2032), Design Load: H 15, Features Intersected: WEST BR PANTHER CR, Facility Carried by Structure: TR 101A 100 FT N 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.5 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1020042, Location: 4.36 MI E OF ILL 117 (Lat: 40.798022, Lng: -89.192722), Route carried "on" structure: State highway 116, Year Built: 1984, Year Reconstructed: 2020, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 2,150 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,132 (year 2032), Design Load: HS 25 or greater, Features Intersected: WEST BR PANTHER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.625, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1020042, Location: 4.36 MI E OF ILL 117 (Lat: 40.798022, Lng: -89.192722), Route carried "on" structure: State highway 116, Year Built: 1984, Year Reconstructed: 2020, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 2,150 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,132 (year 2032), Design Load: HS 25 or greater, Features Intersected: WEST BR PANTHER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.625, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1022024, Location: 3.74 MI E OF ILL117 (Lat: 40.793961, Lng: -89.200000), Route carried "on" structure: State highway 116, Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,550 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 5,165 (year 2032), Design Load: HS 20, Features Intersected: W BR PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.836, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1022024, Location: 3.74 MI E OF ILL117 (Lat: 40.793961, Lng: -89.200000), Route carried "on" structure: State highway 116, Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,550 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 5,165 (year 2032), Design Load: HS 20, Features Intersected: W BR PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.836, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 1022026, Location: 1.49 MI E OF IL117 (Lat: 40.792931, Lng: -89.245364), Route carried "on" structure: State highway 116, Year Built: 1997, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 3,700 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,110 (year 2032), Design Load: HS 20, Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.006, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.2m (43.3ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1022026, Location: 1.49 MI E OF IL117 (Lat: 40.792931, Lng: -89.245364), Route carried "on" structure: State highway 116, Year Built: 1997, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 3,700 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,110 (year 2032), Design Load: HS 20, Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.006, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.2m (43.3ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 1023011, Location: 2.5 MI S ROANOKE (Lat: 40.757564, Lng: -89.196028), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2032), Design Load: H 15, Features Intersected: TRIB W BR PANTHER CR, Facility Carried by Structure: FAS 364 CH 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.139, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1023011, Location: 2.5 MI S ROANOKE (Lat: 40.757564, Lng: -89.196028), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2032), Design Load: H 15, Features Intersected: TRIB W BR PANTHER CR, Facility Carried by Structure: FAS 364 CH 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.139, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1023067, Location: 1 MI W ROANOKE (Lat: 40.788781, Lng: -89.234844), Route carried "on" structure: County highway , Year Built: 1928, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 302 (year 2032), Features Intersected: W BR PANTHER CR, Facility Carried by Structure: TR 132
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.407, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $14,000, Total Project Cost: $203,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1023067, Location: 1 MI W ROANOKE (Lat: 40.788781, Lng: -89.234844), Route carried "on" structure: County highway , Year Built: 1928, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 302 (year 2032), Features Intersected: W BR PANTHER CR, Facility Carried by Structure: TR 132
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.407, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $14,000, Total Project Cost: $203,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1023137, Location: 2.5 MI SE ROANOKE (Lat: 40.759319, Lng: -89.176853), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 82 (year 2032), Design Load: HS 20, Features Intersected: TRIB W BR PANTHER CR, Facility Carried by Structure: TR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.846, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1023137, Location: 2.5 MI SE ROANOKE (Lat: 40.759319, Lng: -89.176853), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 82 (year 2032), Design Load: HS 20, Features Intersected: TRIB W BR PANTHER CR, Facility Carried by Structure: TR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.846, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1023143, Location: FRONT ST ROANOKE (Lat: 40.793506, Lng: -89.196350), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,319 (year 2032), Design Load: HS 20, Features Intersected: WBR PANTHER CREEK, Facility Carried by Structure: FAS 364 CH 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 1023143, Location: FRONT ST ROANOKE (Lat: 40.793506, Lng: -89.196350), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,319 (year 2032), Design Load: HS 20, Features Intersected: WBR PANTHER CREEK, Facility Carried by Structure: FAS 364 CH 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1023148, Location: 2 MI E ROANOKE (Lat: 40.792481, Lng: -89.158722), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 20, Features Intersected: W BR PANTHER CREEK, Facility Carried by Structure: TR 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.999, 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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1023148, Location: 2 MI E ROANOKE (Lat: 40.792481, Lng: -89.158722), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 51%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 20, Features Intersected: W BR PANTHER CREEK, Facility Carried by Structure: TR 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.999, 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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1023153, Location: SW EDGE OF ROANOKE (Lat: 40.785153, Lng: -89.215650), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 475 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 385 (year 2032), Design Load: HS 20, Features Intersected: W BR PANTHER CR, Facility Carried by Structure: TR 140B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: 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: 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: August 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1023153, Location: SW EDGE OF ROANOKE (Lat: 40.785153, Lng: -89.215650), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 475 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 385 (year 2032), Design Load: HS 20, Features Intersected: W BR PANTHER CR, Facility Carried by Structure: TR 140B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: 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: 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: August 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1023161, Location: 0.5 MI E ROANOKE (Lat: 40.793756, Lng: -89.180653), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,044 (year 2032), Design Load: HS 20, Features Intersected: W BR PANTHER CREEK, Facility Carried by Structure: FAS 359 CH 4
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 1.304, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1023161, Location: 0.5 MI E ROANOKE (Lat: 40.793756, Lng: -89.180653), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,044 (year 2032), Design Load: HS 20, Features Intersected: W BR PANTHER CREEK, Facility Carried by Structure: FAS 359 CH 4
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 1.304, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1023182, Location: .5 M E OF ROANOKE (Lat: 40.791517, Lng: -89.177361), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 110 (year 2032), Design Load: HS 20, Features Intersected: W BR OF PANTHER CRK, Facility Carried by Structure: TR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, 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: 11.0m (36.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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 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 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1023182, Location: .5 M E OF ROANOKE (Lat: 40.791517, Lng: -89.177361), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 110 (year 2032), Design Load: HS 20, Features Intersected: W BR OF PANTHER CRK, Facility Carried by Structure: TR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, 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: 11.0m (36.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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 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 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1023197, Location: 1090N/1800E (Lat: 40.748994, Lng: -89.195531), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2032), Design Load: HS 20, Features Intersected: TRIB W BR PANTHER CR, Facility Carried by Structure: FAS 364/CH 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.105, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 1023197, Location: 1090N/1800E (Lat: 40.748994, Lng: -89.195531), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 989 (year 2032), Design Load: HS 20, Features Intersected: TRIB W BR PANTHER CR, Facility Carried by Structure: FAS 364/CH 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.105, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1023216, Location: 1.5 MI N US RTE 24 (Lat: 40.757228, Lng: -89.180669), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 123 (year 2038), Design Load: HS 25 or greater, Features Intersected: PANTHER CREEK, Facility Carried by Structure: TR 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.283, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1023216, Location: 1.5 MI N US RTE 24 (Lat: 40.757228, Lng: -89.180669), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 123 (year 2038), Design Load: HS 25 or greater, Features Intersected: PANTHER CREEK, Facility Carried by Structure: TR 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.283, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1025009, Location: 1700 EAST 1825 NORTH (Lat: 40.854208, Lng: -89.217056), Route carried "on" structure: County highway , Year Built: 1946, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 165 (year 2032), Features Intersected: SNAG CREEK, Facility Carried by Structure: TR 140
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum 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
Structure Number: 1025009, Location: 1700 EAST 1825 NORTH (Lat: 40.854208, Lng: -89.217056), Route carried "on" structure: County highway , Year Built: 1946, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 165 (year 2032), Features Intersected: SNAG CREEK, Facility Carried by Structure: TR 140
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum 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
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Structure Number: 1025021, Location: 1500N 1490E (Lat: 40.807531, Lng: -89.248183), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 110 (year 2032), Design Load: HS 20, Features Intersected: W. FORK PANTHER CREK, Facility Carried by Structure: TR 101A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.495, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: 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: August 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1025021, Location: 1500N 1490E (Lat: 40.807531, Lng: -89.248183), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 110 (year 2032), Design Load: HS 20, Features Intersected: W. FORK PANTHER CREK, Facility Carried by Structure: TR 101A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.495, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: 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: August 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1025033, Location: 1 MI E ILL 116 (Lat: 40.808825, Lng: -89.158747), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 20, Features Intersected: TRIB PANTHER CR, Facility Carried by Structure: TR 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.180, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
Structure Number: 1025033, Location: 1 MI E ILL 116 (Lat: 40.808825, Lng: -89.158747), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 20, Features Intersected: TRIB PANTHER CR, Facility Carried by Structure: TR 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.180, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
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Structure Number: 10271, Location: COURT ST W OF MONROE (Lat: 40.798939, Lng: -89.193003), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 275 (year 2032), Features Intersected: TRIB W BR PANTHER CR, Facility Carried by Structure: COURT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10271, Location: COURT ST W OF MONROE (Lat: 40.798939, Lng: -89.193003), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 275 (year 2032), Features Intersected: TRIB W BR PANTHER CR, Facility Carried by Structure: COURT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1027101, Location: 264' NORTH OF IL 116 (Lat: 40.794222, Lng: -89.201236), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 357 (year 2032), Design Load: HS 20, Features Intersected: TRIB W BR PANTHER CR, Facility Carried by Structure: PLEASANT ST (0 663
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1027101, Location: 264' NORTH OF IL 116 (Lat: 40.794222, Lng: -89.201236), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 357 (year 2032), Design Load: HS 20, Features Intersected: TRIB W BR PANTHER CR, Facility Carried by Structure: PLEASANT ST (0 663
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Gravel