Bridge Statistics for Monticello, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 740021,  Location: W EDGE OF MONTICELLO (Lat: 40.030964,  Lng: -88.588417),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 5,150 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,586 (year 2032),  Design Load: HS 20,  Features Intersected: SANGAMON RIVER,  Facility Carried by Structure: FAP 756 (BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 740035,  Location: 4 MI NE MONTICELLO (Lat: 40.071961,  Lng: -88.541872),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 125 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 129 (year 2032),  Design Load: HS 15,  Features Intersected: I-72,  Facility Carried by Structure: TR 87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 740062,  Location: 2 MI W MONTICELLO (Lat: 40.031339,  Lng: -88.631439),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 75 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 77 (year 2032),  Design Load: HS 15,  Features Intersected: I-72,  Facility Carried by Structure: TR 40 A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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: 740063,  Location: 2 MI W MONTICELLO (Lat: 40.030878,  Lng: -88.622661),  Route carried "on" structure: Interstate 72,  Year Built: 1975,  Status: Open,  Structure Length: 3.27m (10.73ft),  Average Daily Traffic: 5,600 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 5,068 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WILDCAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.994,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 740064,  Location: 2 MI W MONTICELLO (Lat: 40.030878,  Lng: -88.622467),  Route carried "on" structure: Interstate 72,  Year Built: 1975,  Status: Open,  Structure Length: 3.27m (10.73ft),  Average Daily Traffic: 5,600 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 5,068 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WILDCAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 262.010,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 740065,  Location: .5 MI NW MONTICELLO (Lat: 40.036406,  Lng: -88.596792),  Route carried "on" structure: Other road ,  Year Built: 1975,  Status: Temporarily open,  Structure Length: 7.63m (25.03ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,904 (year 2032),  Design Load: HS 20,  Features Intersected: I-72,  Facility Carried by Structure: FAU 7531
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 7.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 740066,  Location: .5 MI NW MONTICELLO (Lat: 40.043000,  Lng: -88.584531),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 11.48m (37.66ft),  Average Daily Traffic: 450 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 463 (year 2032),  Design Load: HS 15,  Features Intersected: I-72,  Facility Carried by Structure: TR 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 46.7m (153.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: 740067,  Location: N OF MONTICELLO (Lat: 40.046569,  Lng: -88.578581),  Route carried "on" structure: Interstate 72,  Year Built: 1975,  Status: Open,  Structure Length: 20.66m (67.78ft),  Average Daily Traffic: 5,850 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 5,042 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SANGAMON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 266.307,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 740068,  Location: N OF MONTICELLO (Lat: 40.046667,  Lng: -88.578419),  Route carried "on" structure: Interstate 72,  Year Built: 1975,  Status: Open,  Structure Length: 20.66m (67.78ft),  Average Daily Traffic: 5,850 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 5,042 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SANGAMON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 266.323,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 740069,  Location: N OF MONTICELLO (Lat: 40.049219,  Lng: -88.574200),  Route carried "on" structure: Interstate 72,  Year Built: 1975,  Status: Temporarily open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 5,850 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 5,042 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 266.806,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 74007,  Location: N OF MONTICELLO (Lat: 40.049672,  Lng: -88.573453),  Route carried "on" structure: Interstate 72,  Year Built: 1975,  Status: Temporarily open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 5,850 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 5,042 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 266.822,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 740071,  Location: N OF MONTICELLO (Lat: 40.053047,  Lng: -88.566175),  Route carried "on" structure: State highway 105,  Year Built: 1975,  Status: Open,  Structure Length: 7.78m (25.52ft),  Average Daily Traffic: 4,550 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,373 (year 2032),  Design Load: HS 20,  Features Intersected: I-72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.461,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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: 740072,  Location: N EDGE MONTICELLO (Lat: 40.045439,  Lng: -88.572864),  Route carried "on" structure: State highway 105,  Year Built: 1977,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 5,800 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,865 (year 2032),  Design Load: HS 20,  Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.110,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: 740078,  Location: 1 MI E ALLERTON PARK (Lat: 40.001081,  Lng: -88.618419),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 350 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 334 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: FAS 541(CH 6)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.819,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 742006,  Location: 5 MI E OF CISCO (Lat: 40.028478,  Lng: -88.622692),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 850 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,904 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WILD CAT CREEK,  Facility Carried by Structure: FAS 1531
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.012,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: March 2020

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Structure Number: 743147,  Location: S EDGE ALLERTON PARK (Lat: 39.981583,  Lng: -88.647081),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 25 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 112 (year 2032),  Design Load: HS 15,  Features Intersected: WILLOW BRANCH,  Facility Carried by Structure: TR 117 A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  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: 2,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 743151,  Location: 3.0 MI SW MONTICELLO (Lat: 40.021161,  Lng: -88.626772),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 225 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 463 (year 2032),  Design Load: HS 15,  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: TR 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 743155,  Location: 1 MI SE ALLERTON PK (Lat: 39.981342,  Lng: -88.619711),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 25 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 112 (year 2032),  Features Intersected: STREAM,  Facility Carried by Structure: TR 117 A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.559,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 5.9m (19.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Channel: Good,  Culverts: 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $33,000,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 743162,  Location: 2.5 MI SE MONTICELLO (Lat: 39.996058,  Lng: -88.515369),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 112 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: TR 113
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.458,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 743165,  Location: 2.0 MI SW MONTICELLO (Lat: 40.000764,  Lng: -88.612397),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 51 (year 2032),  Design Load: HS 15,  Features Intersected: STREAM,  Facility Carried by Structure: TR 56
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 743167,  Location: 2.3 MI SE MONTICELLO (Lat: 39.981331,  Lng: -88.531200),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 61 (year 2032),  Design Load: HS 20,  Features Intersected: LAKE FORK,  Facility Carried by Structure: TR 121
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.717,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 743204,  Location: 3.0 MI SW LODGE (Lat: 40.073392,  Lng: -88.597997),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 75 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 77 (year 2032),  Design Load: HS 20,  Features Intersected: GOOSE CREEK TRIB,  Facility Carried by Structure: TR 73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.773,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 743207,  Location: 2.5 MI SW WHITEHEATH (Lat: 40.054422,  Lng: -88.530944),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 61 (year 2032),  Design Load: HS 20,  Features Intersected: CAMP CREEK,  Facility Carried by Structure: TR 112 A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 743235,  Location: 4.1 MI E MONTICELLO (Lat: 40.025406,  Lng: -88.498133),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 2,150 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,264 (year 2032),  Design Load: HS 20,  Features Intersected: CAMP CREEK DRAIN DIT,  Facility Carried by Structure: FAS 531(CH 4)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.329,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 743244,  Location: 1 MI NW MONTICELLO (Lat: 40.054553,  Lng: -88.582861),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 75 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 77 (year 2032),  Design Load: HS 20,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: TR 72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.407,  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: 19.6m (64.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 743253,  Location: 2 MI NW MONTICELLO (Lat: 40.039456,  Lng: -88.635081),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 360 (year 2032),  Design Load: HS 20,  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: TR 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.414,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 743267,  Location: CO. FARM RD. (Lat: 40.031267,  Lng: -88.589392),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 125 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 750 (year 1994),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 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 desirable 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 48 months,  Inspection Date: November 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 743269,  Location: N EDGE LODGE PARK (Lat: 40.077194,  Lng: -88.566511),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 75 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 77 (year 2032),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: TR 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

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Structure Number: 743271,  Location: 2.5 SW WHITE HEATH (Lat: 40.074711,  Lng: -88.556225),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 10.74m (35.24ft),  Average Daily Traffic: 350 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 386 (year 2032),  Design Load: HS 20,  Features Intersected: SANGAMON RIVER,  Facility Carried by Structure: TR 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.490,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

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 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 74329,  Location: 3.0 MI W MONTICELLO (Lat: 40.017622,  Lng: -88.634642),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 225 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 257 (year 2032),  Design Load: HS 20,  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.175,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 22.8m (74.8ft),  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: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 743291,  Location: MI. SSW LODGE (Lat: 40.093906,  Lng: -88.568261),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 25 (year 2020),  Average Future Daily Traffic: 26 (year 2032),  Design Load: HS 20,  Features Intersected: UNNAMED TRIB,  Facility Carried by Structure: TR 72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  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: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 743295,  Location: 1400N, 1200E (Lat: 39.991072,  Lng: -88.519911),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 50 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: Lake Fork Drainage,  Facility Carried by Structure: T.R. 124
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 21.2m (69.6ft),  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: 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 7433,  Location: 2.7 MI NW MONTICELLO (Lat: 40.064411,  Lng: -88.597669),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 25 (year 2020),  Average Future Daily Traffic: 26 (year 2032),  Design Load: HS 20,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: TR 66
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.796,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  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: December 2019,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 743303,  Location: 0.5 MI SW LODGE (Lat: 40.097856,  Lng: -88.573186),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 25 (year 2020),  Average Future Daily Traffic: 26 (year 2032),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: TR65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.913,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  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: 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: January 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 743308,  Location: 2.5 MI W MONTICELLO (Lat: 40.035519,  Lng: -88.631444),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 75 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 77 (year 2032),  Design Load: HS 20,  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: TR 40A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 74601,  Location: MONTICELLO (Lat: 40.027644,  Lng: -88.576789),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,080 (year 2032),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: Bridge Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 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 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 740022,  Location: W EDGE OF MONTICELLO (Lat: 40.028042,  Lng: -88.576028),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: FAP 756,  Facility Carried by Structure: N&S RR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.060,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 740035,  Location: 4 MI NE MONTICELLO (Lat: 40.071550,  Lng: -88.541489),  Route carried "under" structure: Interstate 72,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 14,200 (year 2021),  Truck Traffic: 23%,  Features Intersected: I-72,  Facility Carried by Structure: TR 87
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 270.604,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 740062,  Location: 2 MI W MONTICELLO (Lat: 40.030761,  Lng: -88.631439),  Route carried "under" structure: Interstate 72,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 2021),  Truck Traffic: 27%,  Features Intersected: I-72,  Facility Carried by Structure: TR 40 A
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 261.270,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 740065,  Location: .5 MI NW MONTICELLO (Lat: 40.035906,  Lng: -88.596281),  Route carried "under" structure: Interstate 72,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 11,700 (year 2021),  Truck Traffic: 27%,  Features Intersected: I-72,  Facility Carried by Structure: FAU 7531
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 264.424,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 740066,  Location: .5 MI NW MONTICELLO (Lat: 40.043000,  Lng: -88.584531),  Route carried "under" structure: Interstate 72,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 11,700 (year 2021),  Truck Traffic: 27%,  Features Intersected: I-72,  Facility Carried by Structure: TR 54
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 265.712,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.7m (153.2ft)

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Structure Number: 740071,  Location: N OF MONTICELLO (Lat: 40.053161,  Lng: -88.566231),  Route carried "under" structure: Interstate 72,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 14,200 (year 2021),  Truck Traffic: 23%,  Features Intersected: I-72,  Facility Carried by Structure: ILL 105(FAP 741)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 267.627,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 740071,  Location: N OF MONTICELLO (Lat: 40.053181,  Lng: -88.566064),  Route carried "under" structure: Other road ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 400 (year 2021),  Truck Traffic: 4%,  Features Intersected: I-72,  Facility Carried by Structure: ILL 105(FAP 741)
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 740071,  Location: N OF MONTICELLO (Lat: 40.053889,  Lng: -88.565300),  Route carried "under" structure: Other road ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 325 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-72,  Facility Carried by Structure: ILL 105(FAP 741)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 7499,  Location: W EDGE OF MONTICELLO (Lat: 40.027181,  Lng: -88.576133),  Route carried "under" structure: City street ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 350 (year 2020),  Truck Traffic: 10%,  Features Intersected: CH 4(BRIDGE ST),  Facility Carried by Structure: N&S RR
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.016,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 749901,  Location: 0.1 MI W OF FAS 540 (Lat: 40.023719,  Lng: -88.576564),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 1,450 (year 2020),  Truck Traffic: 3%,  Features Intersected: CH 6(MARION),  Facility Carried by Structure: N&S RR
Minimum Vertical Clearance: 3.38m (11.09ft),  Kilometerpoint: 0.338,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.1m (33.1ft)