Bridge Statistics for Elliott, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 144ft / 43.6mTotal length
- 9,650Total average daily traffic
- 1,162Total average daily truck traffic
- 10,218Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Elliott
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 31960-1969
- 61970-1979
- 41980-1989
- 51990-1999
- 12000-2009
- 42010-2019
- Bridge Condition - Deck
- 44.4%Very good
- 27.8%Good
- 11.1%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 44.4%Very good
- 27.8%Good
- 16.7%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 44.4%Very good
- 16.7%Good
- 16.7%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 8.3%Excellent
- 25.0%Very good
- 45.8%Good
- 12.5%Satisfactory
- 8.3%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
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Structure Number: 270078, Location: .91 M E OF ELLIOT RD (Lat: 40.457528, Lng: -88.254736), Route carried "on" structure: State highway 9, Year Built: 1987, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,543 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.771, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 14.0m (45.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 270078, Location: .91 M E OF ELLIOT RD (Lat: 40.457528, Lng: -88.254736), Route carried "on" structure: State highway 9, Year Built: 1987, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,543 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.771, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 14.0m (45.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 272, Location: 2.99 MI W OF ILL 115 (Lat: 40.457783, Lng: -88.231339), Route carried "on" structure: State highway 9, Year Built: 1973, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,543 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 291.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 272, Location: 2.99 MI W OF ILL 115 (Lat: 40.457783, Lng: -88.231339), Route carried "on" structure: State highway 9, Year Built: 1973, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,543 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 291.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 272008, Location: 5.8 ML N OF IL 9 (Lat: 40.522228, Lng: -88.306647), Route carried "on" structure: State highway 54, Year Built: 1996, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,450 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,809 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.798, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Good, Culverts: 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: 36.0 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 272008, Location: 5.8 ML N OF IL 9 (Lat: 40.522228, Lng: -88.306647), Route carried "on" structure: State highway 54, Year Built: 1996, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,450 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,809 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.798, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Good, Culverts: 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: 36.0 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 272013, Location: .4 M W OF ELLIOT RD (Lat: 40.457489, Lng: -88.275042), Route carried "on" structure: State highway 9, Year Built: 1998, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 1,950 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 2,447 (year 2032), Design Load: HS 20, Features Intersected: TRIB. TO BIG 4 DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.049, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 272013, Location: .4 M W OF ELLIOT RD (Lat: 40.457489, Lng: -88.275042), Route carried "on" structure: State highway 9, Year Built: 1998, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 1,950 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 2,447 (year 2032), Design Load: HS 20, Features Intersected: TRIB. TO BIG 4 DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.049, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 273005, Location: 1080E,800N (Lat: 40.515758, Lng: -88.255958), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 319 (year 2032), Design Load: HS 15, Features Intersected: THE BIG FOUR, Facility Carried by Structure: CH 4 ELLIOTT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.021, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 273005, Location: 1080E,800N (Lat: 40.515758, Lng: -88.255958), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 319 (year 2032), Design Load: HS 15, Features Intersected: THE BIG FOUR, Facility Carried by Structure: CH 4 ELLIOTT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.021, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 273091, Location: 110N,E900 (Lat: 40.415894, Lng: -88.290950), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 225 (year 2019), Average Future Daily Traffic: 186 (year 2032), Design Load: HS 15, Features Intersected: BLACKFORD SLOUGH, Facility Carried by Structure: TR 32B DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273091, Location: 110N,E900 (Lat: 40.415894, Lng: -88.290950), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 225 (year 2019), Average Future Daily Traffic: 186 (year 2032), Design Load: HS 15, Features Intersected: BLACKFORD SLOUGH, Facility Carried by Structure: TR 32B DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 27314, Location: 830N, 900E (Lat: 40.518400, Lng: -88.290972), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO BIG FOUR CRK, Facility Carried by Structure: TR 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.148, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 27314, Location: 830N, 900E (Lat: 40.518400, Lng: -88.290972), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO BIG FOUR CRK, Facility Carried by Structure: TR 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.148, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273168, Location: 1120E,700N (Lat: 40.501186, Lng: -88.247217), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: THE BIG FOUR, Facility Carried by Structure: TR 79A DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.449, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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 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: Gravel
Structure Number: 273168, Location: 1120E,700N (Lat: 40.501186, Lng: -88.247217), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: THE BIG FOUR, Facility Carried by Structure: TR 79A DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.449, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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 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: Gravel
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Structure Number: 273197, Location: 870E,100N (Lat: 40.413528, Lng: -88.296044), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: BLACKFORD SLOUGH, Facility Carried by Structure: TR 109 DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273197, Location: 870E,100N (Lat: 40.413528, Lng: -88.296044), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: BLACKFORD SLOUGH, Facility Carried by Structure: TR 109 DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273235, Location: 1320E 500N (Lat: 40.472622, Lng: -88.209642), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 213 (year 2032), Design Load: HS 15, Features Intersected: THE BIG FOUR, Facility Carried by Structure: TR 91 PATTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.277, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273235, Location: 1320E 500N (Lat: 40.472622, Lng: -88.209642), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 213 (year 2032), Design Load: HS 15, Features Intersected: THE BIG FOUR, Facility Carried by Structure: TR 91 PATTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.277, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273257, Location: 1280E 500N (Lat: 40.472508, Lng: -88.218783), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 91 PATTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.504, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273257, Location: 1280E 500N (Lat: 40.472508, Lng: -88.218783), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 91 PATTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.504, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273296, Location: 520N,1300E (Lat: 40.474617, Lng: -88.213050), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: THE BIG FOUR, Facility Carried by Structure: TR44A PATTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.104, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273296, Location: 520N,1300E (Lat: 40.474617, Lng: -88.213050), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: THE BIG FOUR, Facility Carried by Structure: TR44A PATTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.104, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273308, Location: 1150N,800E (Lat: 40.523072, Lng: -88.309936), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 30A SULLIVANT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 273308, Location: 1150N,800E (Lat: 40.523072, Lng: -88.309936), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 30A SULLIVANT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 273342, Location: 960E,600N (Lat: 40.486536, Lng: -88.279897), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: STREAM/DITCH, Facility Carried by Structure: TR 81 DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.697, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 273342, Location: 960E,600N (Lat: 40.486536, Lng: -88.279897), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: STREAM/DITCH, Facility Carried by Structure: TR 81 DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.697, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27335, Location: 770E 300N (Lat: 40.442453, Lng: -88.316747), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: TR 99A DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27335, Location: 770E 300N (Lat: 40.442453, Lng: -88.316747), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: TR 99A DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 273362, Location: 700N,1030E (Lat: 40.501103, Lng: -88.266261), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 79A DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.840, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273362, Location: 700N,1030E (Lat: 40.501103, Lng: -88.266261), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 79A DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.840, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273368, Location: 510N, 1300E (Lat: 40.472289, Lng: -88.233881), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 91 PATTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.233, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 273368, Location: 510N, 1300E (Lat: 40.472289, Lng: -88.233881), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 91 PATTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.233, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 273397, Location: 1140E, 500N (Lat: 40.472136, Lng: -88.245153), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 91 DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.267, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273397, Location: 1140E, 500N (Lat: 40.472136, Lng: -88.245153), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 91 DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.267, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 273434, Location: 1110E,800N (Lat: 40.515803, Lng: -88.251044), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 319 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: CH 2 LODA LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.439, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), 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: Excellent, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 273434, Location: 1110E,800N (Lat: 40.515803, Lng: -88.251044), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 319 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: CH 2 LODA LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.439, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), 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: Excellent, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 273448, Location: 430N, 1100 E (Lat: 40.461308, Lng: -88.252850), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 25 or greater, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 273448, Location: 430N, 1100 E (Lat: 40.461308, Lng: -88.252850), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 25 or greater, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 27345, Location: 750 N 1000 E (Lat: 40.508428, Lng: -88.271825), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 399 (year 2032), Design Load: HS 25 or greater, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: CH 4 ELLIOTT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.306, 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: 13.4m (44.0ft), 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: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27345, Location: 750 N 1000 E (Lat: 40.508428, Lng: -88.271825), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 399 (year 2032), Design Load: HS 25 or greater, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: CH 4 ELLIOTT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.306, 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: 13.4m (44.0ft), 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: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 273452, Location: 790 E 200 N (Lat: 40.427931, Lng: -88.311878), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 25 or greater, Features Intersected: Unnamed Stream, Facility Carried by Structure: TR 105A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: 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: Better than 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 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 273452, Location: 790 E 200 N (Lat: 40.427931, Lng: -88.311878), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 36%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 25 or greater, Features Intersected: Unnamed Stream, Facility Carried by Structure: TR 105A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: 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: Better than 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 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 273454, Location: 690 N 1000 E (Lat: 40.499461, Lng: -88.271789), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 350 (year 2034), Design Load: HS 25 or greater, Features Intersected: Big Four Ditch Trib, Facility Carried by Structure: CH 4 Elliott Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.304, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.3m (66.6ft), 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: Excellent, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 273454, Location: 690 N 1000 E (Lat: 40.499461, Lng: -88.271789), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 350 (year 2034), Design Load: HS 25 or greater, Features Intersected: Big Four Ditch Trib, Facility Carried by Structure: CH 4 Elliott Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.304, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.3m (66.6ft), 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: Excellent, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 275001, Location: 220N,800E (Lat: 40.430867, Lng: -88.309983), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 30A DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.868, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 275001, Location: 220N,800E (Lat: 40.430867, Lng: -88.309983), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 30A DIX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.868, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel