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

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Structure Number: 240009,  Location: 1.6 MI S WABASH C L (Lat: 38.286403,  Lng: -87.979778),  Route carried "on" structure: State highway 1,  Year Built: 1996,  Status: Open,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 2,050 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,050 (year 2032),  Design Load: HS 20,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.963,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 243012,  Location: 1 MI N GRAYVILLE (Lat: 38.289164,  Lng: -87.984903),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 400 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 275 (year 2032),  Design Load: HS 15,  Features Intersected: MUD CREEK,  Facility Carried by Structure: FAS-1814
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.587,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 14.6m (47.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 243094,  Location: 1.5 MI NW GRAYVILLE (Lat: 38.265514,  Lng: -88.027547),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 50 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 75 (year 2032),  Design Load: HS 20,  Features Intersected: ONION CREEK,  Facility Carried by Structure: TR-100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 243106,  Location: 1 MI W GRAYVILLE (Lat: 38.262889,  Lng: -88.022453),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 25 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: FRENCH CREEK,  Facility Carried by Structure: TR-235
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 243128,  Location: 1.5 MI NW GRAYVILLE (Lat: 38.277469,  Lng: -88.024061),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 125 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 175 (year 2032),  Design Load: HS 20,  Features Intersected: FRENCH CREEK,  Facility Carried by Structure: TR 225
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.508,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 243131,  Location: 2 MI NW GRAYVILLE (Lat: 38.270189,  Lng: -88.033808),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 25 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 25 (year 2032),  Design Load: HS 20,  Features Intersected: ONION CREED,  Facility Carried by Structure: TR 231
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.704,  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: 18.0m (59.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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 minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 243143,  Location: 1.2 Mi W. of Grayvil (Lat: 38.263028,  Lng: -88.024647),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 25 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 26 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Onion Creek,  Facility Carried by Structure: TR 235
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.6 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: 39.2 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 930005,  Location: 1.5 MI SW COWLING (Lat: 38.297975,  Lng: -87.954953),  Route carried "on" structure: State highway 1,  Year Built: 1935,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 2,050 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,060 (year 2032),  Design Load: HS 20,  Features Intersected: BONPAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.554,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.2m (33.5ft)

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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $570,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 933082,  Location: E EDGE GRAYVILLE (Lat: 38.258661,  Lng: -87.990631),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Future Daily Traffic: 251 (year 2032),  Design Load: HS 20,  Features Intersected: BONPAS CREEK,  Facility Carried by Structure: MILL STREET-WHITE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: County 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: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 933083,  Location: 0.5 MI W COWLING (Lat: 38.312781,  Lng: -87.948439),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Future Daily Traffic: 100 (year 2032),  Design Load: HS 20,  Features Intersected: BONPAS CREEK,  Facility Carried by Structure: CH-11 (EDWARDS CO)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 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 minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 970001,  Location: ILL-1 INTERCHANGE (Lat: 38.233811,  Lng: -88.002103),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 39%,  Average Future Daily Traffic: 5,762 (year 2032),  Design Load: HS 20,  Features Intersected: ILL-1 & RR ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.710,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 970002,  Location: ILL-1 INTERCHANGE (Lat: 38.233672,  Lng: -88.001700),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 39%,  Average Future Daily Traffic: 5,762 (year 2032),  Design Load: HS 20,  Features Intersected: ILL-I & RR ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.742,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 970003,  Location: SE GRAYVILLE (Lat: 38.228939,  Lng: -87.986731),  Route carried "on" structure: Interstate 64,  Year Built: 1967,  Status: Open,  Structure Length: 82.45m (270.51ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 39%,  Average Future Daily Traffic: 5,762 (year 2032),  Design Load: HS 20,  Features Intersected: TR-422 & WABASH RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.142,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 20,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 970004,  Location: SE GRAYVILLE (Lat: 38.228908,  Lng: -87.986586),  Route carried "on" structure: Interstate 64,  Year Built: 1967,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 82.45m (270.51ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 39%,  Average Future Daily Traffic: 5,762 (year 2032),  Design Load: HS 20,  Features Intersected: TR-422 & WABASH RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.158,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 20,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 970005,  Location: 2 MI S GRAYVILLE (Lat: 38.225036,  Lng: -88.006244),  Route carried "on" structure: State highway 1,  Year Built: 1923,  Year Reconstructed: 1951,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 3,900 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,758 (year 2032),  Design Load: HS 20,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.368,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 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: 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: 97005,  Location: 2 MI W ILL-1 (Lat: 38.237381,  Lng: -88.040239),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 48%,  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 15,  Features Intersected: FAI-64,  Facility Carried by Structure: TR-394
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 30.8m (101.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 76.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 970051,  Location: 1 MI W ILL-1 (Lat: 38.236592,  Lng: -88.025125),  Route carried "on" structure: Interstate 64,  Year Built: 1972,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 6,050 (year 2021),  Truck Traffic: 41%,  Average Future Daily Traffic: 4,709 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 206.763,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.1 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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 970052,  Location: 1 MI W ILL-1 (Lat: 38.236603,  Lng: -88.025297),  Route carried "on" structure: Interstate 64,  Year Built: 1972,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 6,050 (year 2021),  Truck Traffic: 41%,  Average Future Daily Traffic: 4,709 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 206.747,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.1 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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 973003,  Location: 1 MI W GRAYVILLE (Lat: 38.256261,  Lng: -88.020906),  Route carried "on" structure: County highway ,  Year Built: 1952,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 802 (year 2032),  Design Load: H 15,  Features Intersected: FRENCH CREEK,  Facility Carried by Structure: FAS-815
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.144,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 97318,  Location: 2 MI S GRAYVILLE (Lat: 38.217722,  Lng: -87.987639),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 25 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: TR-422
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.363,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 973183,  Location: 1 MI SW GRAYVILLE (Lat: 38.245081,  Lng: -88.022206),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 25 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: FRENCH CREEK,  Facility Carried by Structure: TR-7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 973202,  Location: 1 MI NE CALVIN (Lat: 38.213794,  Lng: -88.001208),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 25 (year 2032),  Design Load: HS 20,  Features Intersected: FRENCH CREEK,  Facility Carried by Structure: TR-416
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.028,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 973203,  Location: 2 MI SW GRAYVILLE (Lat: 38.230517,  Lng: -88.027714),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 75 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 175 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB FRENCH CREEK,  Facility Carried by Structure: TR-27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 973279,  Location: 3/4 M. W. Il. Rte. 1 (Lat: 38.230400,  Lng: -88.017839),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 75 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 175 (year 2032),  Features Intersected: French Creek,  Facility Carried by Structure: T.R. 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.9m (68.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.7 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: 40.8 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: Better than present minimum criteria,  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 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 970001,  Location: ILL-1 INTERCHANGE (Lat: 38.233683,  Lng: -88.002156),  Route carried "under" structure: State highway 1,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,800 (year 2021),  Truck Traffic: 20%,  Features Intersected: ILL-1 & RR ABANDONED,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 103.414,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 970002,  Location: ILL-1 INTERCHANGE (Lat: 38.233811,  Lng: -88.002103),  Route carried "under" structure: State highway 1,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,800 (year 2021),  Truck Traffic: 20%,  Features Intersected: ILL-I & RR ABANDONED,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 103.430,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 970003,  Location: SE GRAYVILLE (Lat: 38.228658,  Lng: -87.986747),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2019),  Truck Traffic: 12%,  Features Intersected: TR-422 & WABASH RV,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 970004,  Location: SE GRAYVILLE (Lat: 38.228939,  Lng: -87.986731),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2019),  Truck Traffic: 12%,  Features Intersected: TR-422 & WABASH RV,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 97005,  Location: 2 MI W ILL-1 (Lat: 38.237381,  Lng: -88.040239),  Route carried "under" structure: Interstate 64,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 12,100 (year 2021),  Truck Traffic: 41%,  Features Intersected: FAI-64,  Facility Carried by Structure: TR-394
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 205.347,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)