Bridge Statistics for La Fayette, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 82ft / 24.7mTotal length
- 1,095Total average daily traffic
- 67Total average daily truck traffic
- 1,186Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for La Fayette
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21970-1979
- 31980-1989
- 21990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 54.5%Very good
- 27.3%Good
- 9.1%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 54.5%Very good
- 18.2%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 63.6%Very good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 41.7%Very good
- 25.0%Good
- 25.0%Satisfactory
- 8.3%Poor
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Structure Number: 480081, Location: 2 MI W OF LAFAYETTE (Lat: 41.104486, Lng: -90.017025), Route carried "on" structure: State highway 17, Year Built: 1989, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 526 (year 2032), Design Load: HS 20, Features Intersected: FITCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.576, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 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: Equal to present minimum criteria, 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 480081, Location: 2 MI W OF LAFAYETTE (Lat: 41.104486, Lng: -90.017025), Route carried "on" structure: State highway 17, Year Built: 1989, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 526 (year 2032), Design Load: HS 20, Features Intersected: FITCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.576, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 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: Equal to present minimum criteria, 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48321, Location: N.CTR-1-T12NR4E (Lat: 41.061961, Lng: -89.994500), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 15, Features Intersected: WALNUT CREEK, Facility Carried by Structure: TR 336
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, 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: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 48321, Location: N.CTR-1-T12NR4E (Lat: 41.061961, Lng: -89.994500), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 15, Features Intersected: WALNUT CREEK, Facility Carried by Structure: TR 336
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, 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: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 483215, Location: W CTR-23-T13NR4E (Lat: 41.098436, Lng: -90.015828), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 10 (year 2017), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: FITCH CREEK, Facility Carried by Structure: TR 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, 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: 11.9m (39.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 483215, Location: W CTR-23-T13NR4E (Lat: 41.098436, Lng: -90.015828), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 10 (year 2017), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: FITCH CREEK, Facility Carried by Structure: TR 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, 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: 11.9m (39.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 483301, Location: E1/2-2-T12NR4E (Lat: 41.054189, Lng: -90.004203), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: TR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 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: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 483301, Location: E1/2-2-T12NR4E (Lat: 41.054189, Lng: -90.004203), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: TR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 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: Very good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 483385, Location: NE-13-T13NR4E (Lat: 41.118883, Lng: -89.984656), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 208 (year 2032), Design Load: HS 20, Features Intersected: FITCH CREEK, Facility Carried by Structure: CO.LINE RD.STARK T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 483385, Location: NE-13-T13NR4E (Lat: 41.118883, Lng: -89.984656), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 208 (year 2032), Design Load: HS 20, Features Intersected: FITCH CREEK, Facility Carried by Structure: CO.LINE RD.STARK T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 483389, Location: CNTR SEC 26 T13N,R4E (Lat: 41.083814, Lng: -90.011867), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 25 or greater, Features Intersected: FITCH CREEK, Facility Carried by Structure: CH 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 24.1m (79.1ft), 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: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 483389, Location: CNTR SEC 26 T13N,R4E (Lat: 41.083814, Lng: -90.011867), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 25 or greater, Features Intersected: FITCH CREEK, Facility Carried by Structure: CH 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 24.1m (79.1ft), 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: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 483391, Location: NW-36-T13NR4E (Lat: 41.073983, Lng: -90.003961), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: FITCH CREEK, Facility Carried by Structure: TR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 483391, Location: NW-36-T13NR4E (Lat: 41.073983, Lng: -90.003961), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: FITCH CREEK, Facility Carried by Structure: TR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 483405, Location: 3.5 Mi W of IL 78 (Lat: 41.063442, Lng: -89.993089), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 51 (year 2038), Design Load: HS 25 or greater, Features Intersected: Fitch Creek, Facility Carried by Structure: TR-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 1, 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: 20.4m (66.9ft), 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: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 483405, Location: 3.5 Mi W of IL 78 (Lat: 41.063442, Lng: -89.993089), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 51 (year 2038), Design Load: HS 25 or greater, Features Intersected: Fitch Creek, Facility Carried by Structure: TR-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 1, 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: 20.4m (66.9ft), 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: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 485026, Location: SW-24-T13NR4E (Lat: 41.090769, Lng: -90.003989), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10 (year 2017), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO FITCH CR, Facility Carried by Structure: TR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: 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: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 485026, Location: SW-24-T13NR4E (Lat: 41.090769, Lng: -90.003989), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10 (year 2017), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO FITCH CR, Facility Carried by Structure: TR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: 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: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 884809, Location: NE-18-T13NR5E (Lat: 41.117986, Lng: -89.969275), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: FITCH CREEK, Facility Carried by Structure: TR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.846, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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: March 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 884809, Location: NE-18-T13NR5E (Lat: 41.117986, Lng: -89.969275), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: FITCH CREEK, Facility Carried by Structure: TR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.846, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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: March 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 884812, Location: NW-32-T13NR5E (Lat: 41.076264, Lng: -89.964644), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 40%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: TR 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 884812, Location: NW-32-T13NR5E (Lat: 41.076264, Lng: -89.964644), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 40%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: TR 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 885803, Location: SE-6-T12NR5E (Lat: 41.051778, Lng: -89.965825), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: TR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, 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, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: Other
Structure Number: 885803, Location: SE-6-T12NR5E (Lat: 41.051778, Lng: -89.965825), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 78 (year 2032), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: TR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, 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, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: Other