Bridge Statistics for Mount Erie, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 112ft / 33.9mTotal length
- $2,583,000Total costs
- 2,595Total average daily traffic
- 292Total average daily truck traffic
- 2,729Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mount Erie
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 11940-1949
- 11960-1969
- 41980-1989
- 61990-1999
- 32000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 6.3%Excellent
- 31.3%Very good
- 37.5%Good
- 6.3%Satisfactory
- 12.5%Fair
- 6.3%Critical
- Bridge Condition - Superstructure
- 6.3%Excellent
- 31.3%Very good
- 25.0%Good
- 18.8%Satisfactory
- 6.3%Fair
- 6.3%Serious
- 6.3%Critical
- Bridge Condition - Substructure
- 6.3%Excellent
- 56.3%Very good
- 12.5%Good
- 6.3%Satisfactory
- 6.3%Fair
- 12.5%Critical
- Bridge Condition - Channel
- 5.3%Excellent
- 10.5%Very good
- 47.4%Good
- 31.6%Satisfactory
- 5.3%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 963023, Location: 2.5 MI E MT ERIE (Lat: 38.518147, Lng: -88.182181), Route carried "on" structure: County highway , Year Built: 1942, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 788 (year 2032), Design Load: H 20, Features Intersected: NEWTON BRANCH, Facility Carried by Structure: FAS-800
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.261, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 963023, Location: 2.5 MI E MT ERIE (Lat: 38.518147, Lng: -88.182181), Route carried "on" structure: County highway , Year Built: 1942, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 788 (year 2032), Design Load: H 20, Features Intersected: NEWTON BRANCH, Facility Carried by Structure: FAS-800
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.261, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 963102, Location: 2.5 MI SE MT ERIE (Lat: 38.482042, Lng: -88.179861), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 1975, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR-249
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.177, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: 32.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $19,000, Total Project Cost: $135,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 963102, Location: 2.5 MI SE MT ERIE (Lat: 38.482042, Lng: -88.179861), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 1975, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR-249
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.177, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: 32.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $19,000, Total Project Cost: $135,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 963304, Location: 1.5 MI N MT ERIE (Lat: 38.538111, Lng: -88.230392), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: TR-576
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 963304, Location: 1.5 MI N MT ERIE (Lat: 38.538111, Lng: -88.230392), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: TR-576
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 963325, Location: SW MT ERIE (Lat: 38.489450, Lng: -88.270000), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: EMMONS CREEK, Facility Carried by Structure: TR-229
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.368, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 963325, Location: SW MT ERIE (Lat: 38.489450, Lng: -88.270000), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: EMMONS CREEK, Facility Carried by Structure: TR-229
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.368, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 963336, Location: 2.5 MI SE MT ERIE (Lat: 38.500108, Lng: -88.175175), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: WEST DIVERSION DITCH, Facility Carried by Structure: TR-207
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 963336, Location: 2.5 MI SE MT ERIE (Lat: 38.500108, Lng: -88.175175), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: WEST DIVERSION DITCH, Facility Carried by Structure: TR-207
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 963352, Location: 2.5 MI SE MT ERIE (Lat: 38.489339, Lng: -88.177675), Route carried "on" structure: County highway , Year Built: 1999, Status: Closed, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: NEWTON BRANCH, Facility Carried by Structure: TR 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Critical, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,197,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,448,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 963352, Location: 2.5 MI SE MT ERIE (Lat: 38.489339, Lng: -88.177675), Route carried "on" structure: County highway , Year Built: 1999, Status: Closed, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: NEWTON BRANCH, Facility Carried by Structure: TR 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Critical, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,197,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,448,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 963362, Location: 2 MI S MT ERIE (Lat: 38.482156, Lng: -88.241622), Route carried "on" structure: County highway , Year Built: 1909, Year Reconstructed: 1986, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: TRIB ELM RIV DRN DT, Facility Carried by Structure: TR-249
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 963362, Location: 2 MI S MT ERIE (Lat: 38.482156, Lng: -88.241622), Route carried "on" structure: County highway , Year Built: 1909, Year Reconstructed: 1986, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: TRIB ELM RIV DRN DT, Facility Carried by Structure: TR-249
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 9634, Location: 1.5 MI SW MT ERIE (Lat: 38.500308, Lng: -88.266375), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: EMMONS CREEK, Facility Carried by Structure: TR-205
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, 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: 14.8m (48.6ft), 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: Poor, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 9634, Location: 1.5 MI SW MT ERIE (Lat: 38.500308, Lng: -88.266375), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: EMMONS CREEK, Facility Carried by Structure: TR-205
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, 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: 14.8m (48.6ft), 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: Poor, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 963406, Location: 1.5 MI N MT ERIE (Lat: 38.537211, Lng: -88.235036), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 184 (year 2032), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: FAS 706 (CH 3)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.226, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 963406, Location: 1.5 MI N MT ERIE (Lat: 38.537211, Lng: -88.235036), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 184 (year 2032), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: FAS 706 (CH 3)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.226, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 963409, Location: 2 MI E MT ERIE .75S (Lat: 38.507369, Lng: -88.184375), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DTCH, Facility Carried by Structure: TR 620
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), 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: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 963409, Location: 2 MI E MT ERIE .75S (Lat: 38.507369, Lng: -88.184375), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DTCH, Facility Carried by Structure: TR 620
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), 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: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 963413, Location: 7 MI NNE FAIRFIELD (Lat: 38.485608, Lng: -88.275567), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: EMMONS CREEK, Facility Carried by Structure: TR 526
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.251, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 963413, Location: 7 MI NNE FAIRFIELD (Lat: 38.485608, Lng: -88.275567), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: EMMONS CREEK, Facility Carried by Structure: TR 526
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.251, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 963435, Location: 7 MI N GOLDEN GATE (Lat: 38.458272, Lng: -88.237042), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: FAS 2821
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.692, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), 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: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 963435, Location: 7 MI N GOLDEN GATE (Lat: 38.458272, Lng: -88.237042), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: FAS 2821
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.692, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), 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: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 963436, Location: 3 MI S WYNOOSE (Lat: 38.555278, Lng: -88.210150), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2032), Design Load: HS 20, Features Intersected: MOUTRAY SLOUGH, Facility Carried by Structure: TR 113
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 963436, Location: 3 MI S WYNOOSE (Lat: 38.555278, Lng: -88.210150), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2032), Design Load: HS 20, Features Intersected: MOUTRAY SLOUGH, Facility Carried by Structure: TR 113
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 963453, Location: 3 MI NE MT ERIE (Lat: 38.535825, Lng: -88.184625), Route carried "on" structure: County highway , Year Built: 2009, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2037), Features Intersected: STREAM, Facility Carried by Structure: TR 620 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, 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: 10.0m (32.8ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Critical, Superstructure: Critical, Substructure: Critical, Channel: Satisfactory, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 963453, Location: 3 MI NE MT ERIE (Lat: 38.535825, Lng: -88.184625), Route carried "on" structure: County highway , Year Built: 2009, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2037), Features Intersected: STREAM, Facility Carried by Structure: TR 620 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, 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: 10.0m (32.8ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Critical, Superstructure: Critical, Substructure: Critical, Channel: Satisfactory, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 963455, Location: 3 MI SSE MT ERIE (Lat: 38.467617, Lng: -88.191803), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 25 (year 2034), Design Load: HS 25 or greater, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 273
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, 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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 963455, Location: 3 MI SSE MT ERIE (Lat: 38.467617, Lng: -88.191803), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 25 (year 2034), Design Load: HS 25 or greater, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 273
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, 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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 96347, Location: 3.5 MI SSW Mt. Erie (Lat: 38.458306, Lng: -88.252442), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2032), Design Load: HS 25 or greater, Features Intersected: Branch Elm River Dra, Facility Carried by Structure: FAS 2821
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.340, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 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, Waterway Adequacy: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 96347, Location: 3.5 MI SSW Mt. Erie (Lat: 38.458306, Lng: -88.252442), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2032), Design Load: HS 25 or greater, Features Intersected: Branch Elm River Dra, Facility Carried by Structure: FAS 2821
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.340, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 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, Waterway Adequacy: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 965007, Location: 2 MI E MT ERIE (Lat: 38.519158, Lng: -88.184408), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 11 (year 2032), Features Intersected: NEWTON BRANCH, Facility Carried by Structure: TR-620
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 965007, Location: 2 MI E MT ERIE (Lat: 38.519158, Lng: -88.184408), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 11 (year 2032), Features Intersected: NEWTON BRANCH, Facility Carried by Structure: TR-620
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 965008, Location: 2 MI E MT ERIE .5S (Lat: 38.508242, Lng: -88.184378), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: GUM BRANCH, Facility Carried by Structure: TR 620
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.1m (23.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 965008, Location: 2 MI E MT ERIE .5S (Lat: 38.508242, Lng: -88.184378), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: GUM BRANCH, Facility Carried by Structure: TR 620
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.1m (23.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum 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: 965009, Location: 1.5 MI W MT. ERIE (Lat: 38.511117, Lng: -88.266919), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 800 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 998 (year 2032), Design Load: HS 20, Features Intersected: EMMONS CREEK, Facility Carried by Structure: FAS 800
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: Febuary 2021
Structure Number: 965009, Location: 1.5 MI W MT. ERIE (Lat: 38.511117, Lng: -88.266919), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 800 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 998 (year 2032), Design Load: HS 20, Features Intersected: EMMONS CREEK, Facility Carried by Structure: FAS 800
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: Febuary 2021