Bridge Statistics for Ripley, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 144ft / 43.8mTotal length
- 10,450Total average daily traffic
- 1,167Total average daily truck traffic
- 10,009Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ripley
- No street view available for this location
- New bridges - historical statistics
- 31900-1909
- 21920-1929
- 11960-1969
- 21970-1979
- 31980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.1%Very good
- 71.4%Good
- 14.3%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 35.7%Very good
- 21.4%Good
- 21.4%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 18.8%Very good
- 12.5%Good
- 56.3%Satisfactory
- 6.3%Fair
- 6.3%Poor
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Structure Number: 505, Location: E RIPLEY-SCHUYLER CO (Lat: 40.026097, Lng: -90.632972), Route carried "on" structure: US 24, Year Built: 2011, Status: Open, Structure Length: 14.30m (46.92ft), Average Daily Traffic: 3,350 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,250 (year 2032), Design Load: HS 20, Features Intersected: LAMOINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.035, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 60.4m (198.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 505, Location: E RIPLEY-SCHUYLER CO (Lat: 40.026097, Lng: -90.632972), Route carried "on" structure: US 24, Year Built: 2011, Status: Open, Structure Length: 14.30m (46.92ft), Average Daily Traffic: 3,350 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,250 (year 2032), Design Load: HS 20, Features Intersected: LAMOINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.035, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 60.4m (198.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53006, Location: 1 MI SO RIPLEY (Lat: 40.006225, Lng: -90.643328), Route carried "on" structure: County highway , Year Built: 1905, Year Reconstructed: 2010, Status: Open, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 175 (year 2032), Design Load: HS 25 or greater, Features Intersected: LOGAN CREEK, Facility Carried by Structure: FAS 1583
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53006, Location: 1 MI SO RIPLEY (Lat: 40.006225, Lng: -90.643328), Route carried "on" structure: County highway , Year Built: 1905, Year Reconstructed: 2010, Status: Open, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 175 (year 2032), Design Load: HS 25 or greater, Features Intersected: LOGAN CREEK, Facility Carried by Structure: FAS 1583
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53009, Location: 5.0 MI E OF MT STERL (Lat: 39.981881, Lng: -90.662175), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 23%, Average Future Daily Traffic: 300 (year 2032), Features Intersected: LOGAN CREEK, Facility Carried by Structure: FAS 584
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.766, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.9m (78.4ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53009, Location: 5.0 MI E OF MT STERL (Lat: 39.981881, Lng: -90.662175), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 23%, Average Future Daily Traffic: 300 (year 2032), Features Intersected: LOGAN CREEK, Facility Carried by Structure: FAS 584
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.766, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.9m (78.4ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53201, Location: .5 MI SW OF NIOTA (Lat: 40.011722, Lng: -90.618681), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: LOGAN CRK, Facility Carried by Structure: TR 81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, 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: 3, Length of Maximum Span: 15.9m (52.2ft), 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: 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: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 53201, Location: .5 MI SW OF NIOTA (Lat: 40.011722, Lng: -90.618681), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: LOGAN CRK, Facility Carried by Structure: TR 81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, 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: 3, Length of Maximum Span: 15.9m (52.2ft), 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: 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: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 53202, Location: 4 MI E MT STERLING (Lat: 39.977528, Lng: -90.677469), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 25 (year 2032), Features Intersected: BR LOGAN CREEK, Facility Carried by Structure: TR 111
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 89.1 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53202, Location: 4 MI E MT STERLING (Lat: 39.977528, Lng: -90.677469), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 25 (year 2032), Features Intersected: BR LOGAN CREEK, Facility Carried by Structure: TR 111
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 89.1 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53204, Location: 1 MI NW COOPERSTOWN (Lat: 39.974942, Lng: -90.618278), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 50 (year 2032), Features Intersected: ROCKY CREEK, Facility Carried by Structure: TR 113
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 89.1 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53204, Location: 1 MI NW COOPERSTOWN (Lat: 39.974942, Lng: -90.618278), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 50 (year 2032), Features Intersected: ROCKY CREEK, Facility Carried by Structure: TR 113
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 89.1 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53208, Location: 4 M SE MT STERLING (Lat: 39.971172, Lng: -90.659614), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 25 (year 2032), Features Intersected: LOGAN CR, Facility Carried by Structure: TR 111
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.848, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 21.5m (70.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53208, Location: 4 M SE MT STERLING (Lat: 39.971172, Lng: -90.659614), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 25 (year 2032), Features Intersected: LOGAN CR, Facility Carried by Structure: TR 111
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.848, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 21.5m (70.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53226, Location: 4MI NW COOPERSTOWN (Lat: 40.000278, Lng: -90.672892), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 9 (year 2032), Design Load: HS 20, Features Intersected: TRIB HAMILTON BR, Facility Carried by Structure: TR 176
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53226, Location: 4MI NW COOPERSTOWN (Lat: 40.000278, Lng: -90.672892), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 9 (year 2032), Design Load: HS 20, Features Intersected: TRIB HAMILTON BR, Facility Carried by Structure: TR 176
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53507, Location: 7.5 MI NE MT STERLNG (Lat: 40.052322, Lng: -90.693739), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: NORTH FORK, Facility Carried by Structure: TR 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), 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: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53507, Location: 7.5 MI NE MT STERLNG (Lat: 40.052322, Lng: -90.693739), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: NORTH FORK, Facility Carried by Structure: TR 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), 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: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53509, Location: 2.5MNWRIPLEY (Lat: 40.048117, Lng: -90.686722), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: SHELBYCRK, Facility Carried by Structure: TR 164
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 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: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53509, Location: 2.5MNWRIPLEY (Lat: 40.048117, Lng: -90.686722), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: SHELBYCRK, Facility Carried by Structure: TR 164
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 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: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53601, Location: 2.0 MI S RIPLEY (Lat: 40.009486, Lng: -90.689178), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: HAMILTON CREEK, Facility Carried by Structure: TR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, 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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53601, Location: 2.0 MI S RIPLEY (Lat: 40.009486, Lng: -90.689178), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: HAMILTON CREEK, Facility Carried by Structure: TR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, 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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53801, Location: 1.5 MILES WEST RIPLY (Lat: 40.016125, Lng: -90.677556), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: WEST LINE CREEK, Facility Carried by Structure: TR75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.805, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53801, Location: 1.5 MILES WEST RIPLY (Lat: 40.016125, Lng: -90.677556), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: WEST LINE CREEK, Facility Carried by Structure: TR75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.805, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53803, Location: 2.2 MI SW RIPLEY (Lat: 40.015950, Lng: -90.676814), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: HAMILTON CREEK, Facility Carried by Structure: TR 75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.869, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53803, Location: 2.2 MI SW RIPLEY (Lat: 40.015950, Lng: -90.676814), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: HAMILTON CREEK, Facility Carried by Structure: TR 75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.869, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 850004, Location: 1.3M E US 24 (Lat: 40.032547, Lng: -90.601806), Route carried "on" structure: State highway 103, Year Built: 1929, Year Reconstructed: 1976, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 1,350 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,300 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 850004, Location: 1.3M E US 24 (Lat: 40.032547, Lng: -90.601806), Route carried "on" structure: State highway 103, Year Built: 1929, Year Reconstructed: 1976, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 1,350 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,300 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 852001, Location: .07M S IL 103 (Lat: 40.030656, Lng: -90.626619), Route carried "on" structure: US 24, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,500 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 3,250 (year 2032), Design Load: HS 20, Features Intersected: CROOKED CR TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.759, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 852001, Location: .07M S IL 103 (Lat: 40.030656, Lng: -90.626619), Route carried "on" structure: US 24, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,500 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 3,250 (year 2032), Design Load: HS 20, Features Intersected: CROOKED CR TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.759, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 85201, Location: .7M E US 24 (Lat: 40.034769, Lng: -90.612750), Route carried "on" structure: State highway 103, Year Built: 1929, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 1,350 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,300 (year 2032), Features Intersected: CROOKED CR TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 89.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 85201, Location: .7M E US 24 (Lat: 40.034769, Lng: -90.612750), Route carried "on" structure: State highway 103, Year Built: 1929, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 1,350 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,300 (year 2032), Features Intersected: CROOKED CR TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 89.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021