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

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Structure Number: 820123,  Location: IN CASEYVILLE (Lat: 38.638636,  Lng: -90.023236),  Route carried "on" structure: State highway 157,  Year Built: 1929,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,450 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,565 (year 2032),  Features Intersected: LITTLE CANTEEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.985,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 820167,  Location: 0.67 MI E OF ILL 111 (Lat: 38.619078,  Lng: -90.076211),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 39,500 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 39,339 (year 2032),  Design Load: HS 20,  Features Intersected: ALTON & SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.621,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 820169,  Location: 1.04 MI E OF ILL 111 (Lat: 38.618769,  Lng: -90.072361),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.39m (11.12ft),  Average Daily Traffic: 42,950 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,782 (year 2032),  Features Intersected: HARDING DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.201,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.4m (132.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 40.4m (132.5ft),  Out-to-Out Width: 41.9m (137.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 82017,  Location: 1.05 MI E OF ILL 111 (Lat: 38.618769,  Lng: -90.072264),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.39m (11.12ft),  Average Daily Traffic: 41,250 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,339 (year 2032),  Features Intersected: HARDING DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.217,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,828,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $2,010,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 820239,  Location: 0.5 MI N ST CLAIR AV (Lat: 38.612814,  Lng: -90.075014),  Route carried "on" structure: Interstate 255,  Year Built: 1982,  Status: Open,  Structure Length: 8.27m (27.13ft),  Average Daily Traffic: 23,900 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 23,430 (year 2032),  Design Load: HS 20,  Features Intersected: HARDING DITCH south
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.379,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 82024,  Location: 0.5 M N STCLAIR AVE (Lat: 38.612986,  Lng: -90.074706),  Route carried "on" structure: Interstate 255,  Year Built: 1982,  Status: Open,  Structure Length: 8.27m (27.13ft),  Average Daily Traffic: 36,500 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 35,259 (year 2032),  Design Load: HS 20,  Features Intersected: HARDING DITCH south
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.411,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 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: Meets minimum limits,  Waterway Adequacy: Superior 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 820241,  Location: .75 MI SO BUNKUM RD (Lat: 38.618475,  Lng: -90.068497),  Route carried "on" structure: Interstate 255,  Year Built: 1981,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 22,800 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 28,669 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FAI 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.296,  Lanes on structure: 6,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 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: Superior to present desirable criteria,  Underclear: Equal to present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 820242,  Location: .75 MI SO BUNKUM RD (Lat: 38.618353,  Lng: -90.068564),  Route carried "on" structure: Interstate 255,  Year Built: 1981,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 34,300 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 91,838 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FAI 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.280,  Lanes on structure: 6,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 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: Superior to present desirable criteria,  Underclear: Equal to present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 820243,  Location: 0.2MI N OF FAI 64 (Lat: 38.622700,  Lng: -90.067817),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 1,550 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,203 (year 2032),  Design Load: HS 20,  Features Intersected: FAI 255,  Facility Carried by Structure: BUNKUM RD/ FAU 916
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 820244,  Location: 1.4MI N FAI 64 (Lat: 38.636939,  Lng: -90.057161),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 16.95m (55.61ft),  Average Daily Traffic: 525 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 785 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FAI 255/HARDING DITH,  Facility Carried by Structure: FOREST BLVD/FAU 91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.329,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 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 desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 820245,  Location: 1.9MI N FAI 64 (Lat: 38.640072,  Lng: -90.052481),  Route carried "on" structure: Interstate 255,  Year Built: 1985,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 21,700 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 24,215 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HARDING DITCH north
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.177,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.2 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: Superior 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 820246,  Location: 1.9MI N FAI 64 (Lat: 38.640167,  Lng: -90.052342),  Route carried "on" structure: Interstate 255,  Year Built: 1985,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 21,700 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 24,215 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HARDING DITCH north
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.193,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 820247,  Location: 1M S MADISON CO LINE (Lat: 38.643764,  Lng: -90.046892),  Route carried "on" structure: Interstate 255,  Year Built: 1985,  Status: Open,  Structure Length: 60.35m (198.00ft),  Average Daily Traffic: 21,700 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 24,215 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BLACK LN-B&O-CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.820,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 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,  Underclear: Superior 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 820261,  Location: 1 MI WEST OF ILL 157 (Lat: 38.619092,  Lng: -90.060289),  Route carried "on" structure: County highway ,  Year Built: 1969,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.24m (27.03ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 314 (year 2032),  Design Load: HS 20,  Features Intersected: FAI 64/CD 360-361,  Facility Carried by Structure: 81ST ST/CH35
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 43.3m (142.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 820279,  Location: IN CASEYVILLE (Lat: 38.642575,  Lng: -90.018689),  Route carried "on" structure: State highway 157,  Year Built: 1990,  Status: Open,  Structure Length: 7.18m (23.56ft),  Average Daily Traffic: 10,400 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,924 (year 2032),  Design Load: HS 20,  Features Intersected: CONRAIL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.581,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.3 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 820286,  Location: N C LMTS CASEYVILLE (Lat: 38.643439,  Lng: -90.017739),  Route carried "on" structure: State highway 157,  Year Built: 1990,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 10,400 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,924 (year 2032),  Design Load: HS 20,  Features Intersected: CANTEEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.726,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 820307,  Location: CASEYVILLE (Lat: 38.614319,  Lng: -90.046031),  Route carried "on" structure: Interstate 64,  Year Built: 2007,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 244,200 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,533 (year 2032),  Design Load: HS 20,  Features Intersected: ILL 157
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.824,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 822012,  Location: 0.08 S BUNKUM RD (Lat: 38.619836,  Lng: -90.040606),  Route carried "on" structure: State highway 157,  Year Built: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,300 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,447 (year 2032),  Design Load: HS 20,  Features Intersected: Trib to Harding Dtch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.378,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 70.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 823001,  Location: 0.25MI W ILL 157 (Lat: 38.622292,  Lng: -90.046703),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 1,900 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,046 (year 2032),  Design Load: HS 20,  Features Intersected: DITCH,  Facility Carried by Structure: BUNKUM RD/ FAU 916
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.665,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 8231,  Location: 1 MI E IL 111 (Lat: 38.622667,  Lng: -90.075072),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 1,550 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 941 (year 2032),  Design Load: HS 20,  Features Intersected: HARDING DITCH,  Facility Carried by Structure: BUNKUM RD/FAU 9160
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 24.1m (79.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 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 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: March 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 823103,  Location: 1.5MI E ILL RT 157 (Lat: 38.622344,  Lng: -90.008103),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 2.79m (9.15ft),  Average Daily Traffic: 225 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 157 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE CANTEEN CREEK,  Facility Carried by Structure: CIRCLE DR/CH 83
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 823104,  Location: 1.5 MI W OF RT. 159 (Lat: 38.622767,  Lng: -90.004478),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 941 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: LITTLE CANTEEN CREEK,  Facility Carried by Structure: EAST O'FALLON DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.6m (64.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

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: Febuary 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 823109,  Location: 1.25 mi. N of Bunkum (Lat: 38.640283,  Lng: -90.046908),  Route carried "on" structure: Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 2,300 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,200 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: Harding Ditch,  Facility Carried by Structure: Black Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.028,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: 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: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 826201,  Location: E Sec 7 T2N R8W (Lat: 38.639136,  Lng: -90.024203),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 800 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,400 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: Little Canteen Creek,  Facility Carried by Structure: North Long Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal 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: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  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: 820241,  Location: .75 MI SO BUNKUM RD (Lat: 38.618611,  Lng: -90.068200),  Route carried "under" structure: Other road ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 2018),  Truck Traffic: 11%,  Features Intersected: FAI 64,  Facility Carried by Structure: FAI 255 NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.738,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 820241,  Location: .75 MI SO BUNKUM RD (Lat: 38.618719,  Lng: -90.068361),  Route carried "under" structure: Interstate 64,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 83,400 (year 2021),  Truck Traffic: 14%,  Features Intersected: FAI 64,  Facility Carried by Structure: FAI 255 NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 11.764,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 820241,  Location: .75 MI SO BUNKUM RD (Lat: 38.619081,  Lng: -90.067978),  Route carried "under" structure: Other road ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 5,200 (year 2018),  Truck Traffic: 9%,  Features Intersected: FAI 64,  Facility Carried by Structure: FAI 255 NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.448,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 820242,  Location: .75 MI SO BUNKUM RD (Lat: 38.618600,  Lng: -90.068989),  Route carried "under" structure: Other road ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 6,900 (year 2018),  Truck Traffic: 12%,  Features Intersected: FAI 64,  Facility Carried by Structure: FAI 255 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.690,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 820242,  Location: .75 MI SO BUNKUM RD (Lat: 38.619078,  Lng: -90.068742),  Route carried "under" structure: Other road ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 5,200 (year 2018),  Truck Traffic: 9%,  Features Intersected: FAI 64,  Facility Carried by Structure: FAI 255 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.497,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 820242,  Location: .75 MI SO BUNKUM RD (Lat: 38.618728,  Lng: -90.068739),  Route carried "under" structure: Interstate 64,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 83,400 (year 2021),  Truck Traffic: 14%,  Features Intersected: FAI 64,  Facility Carried by Structure: FAI 255 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 11.732,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 820243,  Location: 0.2MI N OF FAI 64 (Lat: 38.622172,  Lng: -90.067392),  Route carried "under" structure: Interstate 255,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 43,400 (year 2021),  Truck Traffic: 15%,  Features Intersected: FAI 255,  Facility Carried by Structure: BUNKUM RD/ FAU 916
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 26.730,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 820243,  Location: 0.2MI N OF FAI 64 (Lat: 38.622700,  Lng: -90.067189),  Route carried "under" structure: Other road ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 86%,  Features Intersected: FAI 255,  Facility Carried by Structure: BUNKUM RD/ FAU 916
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 820243,  Location: 0.2MI N OF FAI 64 (Lat: 38.622700,  Lng: -90.067817),  Route carried "under" structure: Other road ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 10,100 (year 2018),  Truck Traffic: 9%,  Features Intersected: FAI 255,  Facility Carried by Structure: BUNKUM RD/ FAU 916
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 820244,  Location: 1.4MI N FAI 64 (Lat: 38.636939,  Lng: -90.057161),  Route carried "under" structure: Interstate 255,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 43,400 (year 2021),  Truck Traffic: 15%,  Features Intersected: FAI 255/HARDING DITH,  Facility Carried by Structure: FOREST BLVD/FAU 91
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 28.629,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)

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Structure Number: 820261,  Location: 1 MI WEST OF ILL 157 (Lat: 38.618950,  Lng: -90.060289),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 10%,  Features Intersected: FAI 64/CD 360-361,  Facility Carried by Structure: 81ST ST/CH35
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 820261,  Location: 1 MI WEST OF ILL 157 (Lat: 38.618519,  Lng: -90.060267),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 2018),  Truck Traffic: 11%,  Features Intersected: FAI 64/CD 360-361,  Facility Carried by Structure: 81ST ST/CH35
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 820261,  Location: 1 MI WEST OF ILL 157 (Lat: 38.618608,  Lng: -90.060272),  Route carried "under" structure: Interstate 64,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 83,400 (year 2021),  Truck Traffic: 14%,  Features Intersected: FAI 64/CD 360-361,  Facility Carried by Structure: 81ST ST/CH35
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 12.472,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 820306,  Location: CASEYVILLE (Lat: 38.614097,  Lng: -90.045964),  Route carried "under" structure: State highway 157,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,300 (year 2021),  Truck Traffic: 9%,  Features Intersected: ILL 157,  Facility Carried by Structure: FAI 64 EB
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 17.606,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 820307,  Location: CASEYVILLE (Lat: 38.614250,  Lng: -90.045881),  Route carried "under" structure: State highway 157,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,300 (year 2021),  Truck Traffic: 9%,  Features Intersected: ILL 157,  Facility Carried by Structure: FAI 64 WB
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 17.622,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)