Bridge Statistics for O'Fallon, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 603022,  Location: 3.3MI S TROY (Lat: 38.667694,  Lng: -89.876167),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 8,050 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,692 (year 2032),  Design Load: HS 15,  Features Intersected: MILL CK,  Facility Carried by Structure: FAS 1937/TROY OFAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 820179,  Location: 2.31 MI E OF ILL 159 (Lat: 38.592403,  Lng: -89.944906),  Route carried "on" structure: Other road ,  Year Built: 1972,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 14,650 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,173 (year 2032),  Design Load: HS 20,  Features Intersected: FAI 64,  Facility Carried by Structure: OLD US 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.867,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: 820181,  Location: 3.74 MI S OF US-50 (Lat: 38.575381,  Lng: -89.909458),  Route carried "on" structure: Other road ,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.89m (19.32ft),  Average Daily Traffic: 10,100 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,565 (year 2032),  Design Load: HS 20,  Features Intersected: FAI-64,  Facility Carried by Structure: S Lincoln Ave /CH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.028,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 29.9m (98.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.5 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: Somewhat better than minimum adequacy,  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

Find on map >>   Show street view

Structure Number: 820183,  Location: 0.58 MI NE OF SHILOH (Lat: 38.572358,  Lng: -89.876444),  Route carried "on" structure: State highway 158,  Year Built: 1973,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 14,900 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,780 (year 2032),  Design Load: HS 20,  Features Intersected: FAI 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.297,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: 820184,  Location: 0.58 MI NE OF SHILOH (Lat: 38.572464,  Lng: -89.876411),  Route carried "on" structure: State highway 158,  Year Built: 1973,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 14,900 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,780 (year 2032),  Design Load: HS 20,  Features Intersected: FAI 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.313,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: 27.1m (88.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Wearing Surface: Other

Find on map >>   Show street view

Structure Number: 820268,  Location: EAST O'FALLON (Lat: 38.580897,  Lng: -89.890786),  Route carried "on" structure: Other road ,  Year Built: 1952,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 10,300 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,355 (year 2032),  Design Load: HS 20,  Features Intersected: ROCK SPRING BROOK,  Facility Carried by Structure: OLD US 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.953,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 82028,  Location: 1 MI. E. OF O'FALLON (Lat: 38.589558,  Lng: -89.857008),  Route carried "on" structure: US 50,  Year Built: 1989,  Status: Open,  Structure Length: 12.00m (39.37ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,853 (year 2032),  Design Load: H 20,  Features Intersected: B&O RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.555,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.4m (158.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 820309,  Location: 1.02MI E OF ILL 159 (Lat: 38.598728,  Lng: -89.966103),  Route carried "on" structure: Interstate 64,  Year Built: 2007,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 39,400 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 36,662 (year 2032),  Design Load: HS 20,  Features Intersected: OLD COLLINSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.146,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.2 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: 820344,  Location: .87 MI S OF US 50 (Lat: 38.576261,  Lng: -89.929097),  Route carried "on" structure: Other road ,  Year Built: 2001,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.54m (28.02ft),  Average Daily Traffic: 10,850 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,093 (year 2032),  Design Load: HS 20,  Features Intersected: FAI 64,  Facility Carried by Structure: N GREENMOUNT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  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: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 823007,  Location: 0.5M N US 50 (Lat: 38.588525,  Lng: -89.874078),  Route carried "on" structure: Other road ,  Year Built: 1972,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 11,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,552 (year 2032),  Design Load: HS 20,  Features Intersected: ROCK SPRING BRANCH,  Facility Carried by Structure: FAU 9175
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.644,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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 desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 823056,  Location: 1.65MI N U.S.RTE 50 (Lat: 38.608172,  Lng: -89.874036),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 10,100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,251 (year 2032),  Design Load: HS 20,  Features Intersected: ENGLE CREEK,  Facility Carried by Structure: SCOTT-TROY/ FAU 91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 82306,  Location: 2.9 MI N U.S. RTE 50 (Lat: 38.624614,  Lng: -89.874039),  Route carried "on" structure: Other road ,  Year Built: 1976,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,950 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,054 (year 2032),  Design Load: HS 20,  Features Intersected: HAGEMANN CREEK,  Facility Carried by Structure: SCOTT TROY FAU 917
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.621,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: 823071,  Location: 0.5M S MADISON C LN (Lat: 38.649844,  Lng: -89.874761),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 9,200 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,263 (year 2032),  Design Load: HS 20,  Features Intersected: OGLE CREEK,  Facility Carried by Structure: FAU 9175
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 823073,  Location: 2.3 MI N OF OFALLON (Lat: 38.632561,  Lng: -89.918050),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,050 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,308 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH OF OGLE CREEK,  Facility Carried by Structure: BETHEL SCH RD/ TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 823079,  Location: LINCOLN ST. O'FALLON (Lat: 38.607256,  Lng: -89.910919),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 6,900 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,904 (year 2032),  Design Load: HS 20,  Features Intersected: ENGLE CREEK,  Facility Carried by Structure: TROY OFAL RD/FAU91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.504,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $232,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $348,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 82308,  Location: .5 M EAST CH 61 (Lat: 38.591728,  Lng: -89.866594),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 31%,  Average Future Daily Traffic: 471 (year 2032),  Design Load: HS 20,  Features Intersected: ROCK SPRINGS BRANCH,  Facility Carried by Structure: TR 37A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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

Find on map >>   Show street view

Structure Number: 823085,  Location: 1 MILE S O'FALLON (Lat: 38.578175,  Lng: -89.947528),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 11,300 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,996 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH RICHLAND CK,  Facility Carried by Structure: FAU 9169/ HARTMAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018

Find on map >>   Show street view

Structure Number: 824113,  Location: 0.4 Mi N of Kyle Rd (Lat: 38.622900,  Lng: -89.928183),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 1,900 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,308 (year 2032),  Design Load: HS 20,  Features Intersected: OGLE CREEK,  Facility Carried by Structure: SIMMONS RD FAU 917
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 824119,  Location: 0.25 MI W RICHWOOD R (Lat: 38.650056,  Lng: -89.850186),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 375 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 392 (year 2032),  Design Load: HS 20,  Features Intersected: SILVER CR,  Facility Carried by Structure: LEBANON TROY TR 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 8.3m (27.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 824124,  Location: 1.25 N I64/50 INTCHG (Lat: 38.613231,  Lng: -89.936303),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,021 (year 2032),  Design Load: HS 20,  Features Intersected: OGLE CREEK,  Facility Carried by Structure: MILBURN SCH RD/TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.106,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 824131,  Location: 0.5MI W WEIL RD (Lat: 38.646672,  Lng: -89.895069),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 314 (year 2032),  Design Load: HS 20,  Features Intersected: OGLES CREEK,  Facility Carried by Structure: HAURY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: 10.7m (35.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 824138,  Location: .25MI N OF CH45 (Lat: 38.634036,  Lng: -89.911669),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 350 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 471 (year 2032),  Design Load: HS 20,  Features Intersected: OGLES CREEK,  Facility Carried by Structure: BOWLER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 825006,  Location: 2.20 MI N US 50 (Lat: 38.612367,  Lng: -89.892392),  Route carried "on" structure: Other road ,  Year Built: 1963,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,050 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,301 (year 2032),  Features Intersected: ENGLE CREEK BRANCH,  Facility Carried by Structure: FAU 9172
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present 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: June 2020

Find on map >>   Show street view

Structure Number: 826504,  Location: 1.7MI N OLD US 50 (Lat: 38.609617,  Lng: -89.902269),  Route carried "on" structure: Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 1,150 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,621 (year 2032),  Design Load: HS 20,  Features Intersected: ENGLE CREEK,  Facility Carried by Structure: N. SMILEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Superstructure: Very good,  Substructure: 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 826505,  Location: CITY OF O'FALLON (Lat: 38.591231,  Lng: -89.892492),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 3,750 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,661 (year 2032),  Design Load: HS 20,  Features Intersected: CSX RR AND CITY ST,  Facility Carried by Structure: FAU 9172
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.232,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 826506,  Location: .4MI W 7 HILLS RD (Lat: 38.612044,  Lng: -89.900256),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 1,650 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 523 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB TO ENGLE CREEK,  Facility Carried by Structure: DEER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: 826507,  Location: .16 MI N FAU 9166 (Lat: 38.594458,  Lng: -89.938494),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 7,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 701 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: FAU 9331 VENITA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: 60992,  Location: 2 MI E COLLINSVILLE (Lat: 38.673333,  Lng: -89.927142),  Route carried "under" structure: County highway ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 400 (year 2021),  Truck Traffic: 14%,  Features Intersected: TR 194,  Facility Carried by Structure: CONRAIL
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 4.506,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 6.1m (20.0ft)

Find on map >>   Show street view

Structure Number: 820179,  Location: 2.31 MI E OF ILL 159 (Lat: 38.592392,  Lng: -89.944428),  Route carried "under" structure: Interstate 64,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 64,100 (year 2021),  Truck Traffic: 16%,  Features Intersected: FAI 64,  Facility Carried by Structure: OLD US 50
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 23.206,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 820181,  Location: 3.74 MI S OF US-50 (Lat: 38.574961,  Lng: -89.909189),  Route carried "under" structure: Interstate 64,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 57,500 (year 2021),  Truck Traffic: 18%,  Features Intersected: FAI-64,  Facility Carried by Structure: S Lincoln Ave /CH
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 27.278,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

Find on map >>   Show street view

Structure Number: 820183,  Location: 0.58 MI NE OF SHILOH (Lat: 38.572894,  Lng: -89.876269),  Route carried "under" structure: Interstate 64,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 57,500 (year 2021),  Truck Traffic: 18%,  Features Intersected: FAI 64,  Facility Carried by Structure: ILL 158 SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 30.158,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>   Show street view

Structure Number: 820184,  Location: 0.58 MI NE OF SHILOH (Lat: 38.572789,  Lng: -89.875900),  Route carried "under" structure: Interstate 64,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 40,900 (year 2021),  Truck Traffic: 20%,  Features Intersected: FAI 64,  Facility Carried by Structure: ILL 158 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 30.223,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

Find on map >>   Show street view

Structure Number: 820344,  Location: .87 MI S OF US 50 (Lat: 38.575981,  Lng: -89.929114),  Route carried "under" structure: Interstate 64,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 57,500 (year 2021),  Truck Traffic: 18%,  Features Intersected: FAI 64,  Facility Carried by Structure: N GREENMOUNT RD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 25.523,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.6m (41.3ft)

Find on map >>   Show street view

Structure Number: 826505,  Location: CITY OF O'FALLON (Lat: 38.590939,  Lng: -89.892492),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2013),  Features Intersected: CSX RR AND CITY ST,  Facility Carried by Structure: FAU 9172
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

Find on map >>   Show street view

Structure Number: 829926,  Location: 1/2 MI. E. OF O'FALL (Lat: 38.589444,  Lng: -89.846289),  Route carried "under" structure: County highway ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 1,650 (year 2018),  Truck Traffic: 2%,  Features Intersected: CH 99,  Facility Carried by Structure: B&O RR
Minimum Vertical Clearance: 3.94m (12.93ft),  Kilometerpoint: 0.241,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.4m (21.0ft)