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

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Structure Number: 846003,  Location: 20FT W OUTER PK DR (Lat: 39.780886,  Lng: -89.684972),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 4,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,861 (year 2032),  Design Load: HS 20,  Features Intersected: JACKSONVILLE BR,  Facility Carried by Structure: LAUREL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.069,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 846011,  Location: PIPER GLEN (Lat: 39.693897,  Lng: -89.698144),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,600 (year 2017),  Average Future Daily Traffic: 31 (year 2032),  Design Load: HS 20,  Features Intersected: POLECAT CREEK,  Facility Carried by Structure: WENTWORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.6m (41.3ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 846014,  Location: 20FT W OUTER PK DR. (Lat: 39.778372,  Lng: -89.684589),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 117 (year 2032),  Design Load: HS 20,  Features Intersected: JACKSONVILLE BRANCH,  Facility Carried by Structure: BRIDGE TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 846015,  Location: SPRINGFIELD (Lat: 39.793578,  Lng: -89.729683),  Route carried "on" structure: Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,300 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,072 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: MEADOW BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 846017,  Location: BRUNS LANE (Lat: 39.821272,  Lng: -89.687222),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,342 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: BRUNS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 846019,  Location: .25 mi N of Wabash (Lat: 39.768300,  Lng: -89.686914),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 3.88m (12.73ft),  Average Daily Traffic: 18,800 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,800 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: JACKSONVILLE BR,  Facility Carried by Structure: CHATHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.341,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.9m (75.1ft)

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: 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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 84602,  Location: 0.29 mi E Chatham Rd (Lat: 39.790892,  Lng: -89.681578),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,300 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,876 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OLD JACKSONVILLE BR,  Facility Carried by Structure: FAU 7987
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 846021,  Location: Washington Pk Splwy (Lat: 39.790550,  Lng: -89.681258),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 550 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 649 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Jacksonville Branch,  Facility Carried by Structure: TR-1028D (N Ring R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 1,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 846022,  Location: Wash Pk Lagoon S end (Lat: 39.788047,  Lng: -89.682447),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 1,200 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,416 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Jacksonville Branch,  Facility Carried by Structure: TR-1028A (S Ring R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 1,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.7m (18.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 848001,  Location: 100 FEET NO.FAU7977 (Lat: 39.801744,  Lng: -89.715736),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 1,100 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,822 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: KOKE MILL ROAD 729
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 848002,  Location: 0.02MI WEST KOKEMILL (Lat: 39.801156,  Lng: -89.715886),  Route carried "on" structure: Other road ,  Year Built: 1984,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 5,400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,933 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: WASHINGTONFAU-7977
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Good,  Culverts: 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: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 848003,  Location: .2 mi E Bruns Ln (Lat: 39.816103,  Lng: -89.683558),  Route carried "on" structure: Other road ,  Year Built: 1976,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,400 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,754 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: NORTH GRAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 848004,  Location: W. WASHINGTON ST. (Lat: 39.801181,  Lng: -89.726883),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 4,350 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,878 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: FAU 7977
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.9m (3.0ft)

Condition: Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019

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Structure Number: 848006,  Location: ILES @ CHATHAM RD (Lat: 39.770881,  Lng: -89.686792),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,450 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,342 (year 2032),  Design Load: HS 15,  Features Intersected: STREAM,  Facility Carried by Structure: ILES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 848009,  Location: 0.5 M N 125/97 (Lat: 39.811531,  Lng: -89.677836),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,350 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,501 (year 2032),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: AMOS AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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

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Structure Number: 849916,  Location: SE PART OF SPFLD (Lat: 39.726817,  Lng: -89.597847),  Route carried "on" structure: Other road ,  Year Built: 1933,  Status: Open,  Structure Length: 42.61m (139.80ft),  Average Daily Traffic: 1,850 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,198 (year 2032),  Features Intersected: LAKE SPFLD,  Facility Carried by Structure: FAU 8003 LONG BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 10,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.5 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 42.61m (139.80ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2016,  Bridge Improvement Cost: $4,576,000,  Roadway Improvement Cost: $458,000,  Total Project Cost: $6,864,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 849941,  Location: .5M E STEV DR@L SPFD (Lat: 39.759553,  Lng: -89.600928),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 10.74m (35.24ft),  Average Daily Traffic: 10,900 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,971 (year 2032),  Design Load: HS 20,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: E LAKE DR / FAU 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 849944,  Location: STANFORD AVE (Lat: 39.766039,  Lng: -89.655225),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 6.73m (22.08ft),  Average Daily Traffic: 21,700 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,371 (year 2032),  Design Load: HS 20,  Features Intersected: NS RR & UP RR,  Facility Carried by Structure: STANFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 28.5m (93.5ft)

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: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 840007,  Location: .75M E 6TH ST (Lat: 39.744719,  Lng: -89.630400),  Route carried "under" structure: Interstate 55,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 53,900 (year 2021),  Truck Traffic: 23%,  Features Intersected: I-55 / I-72 / US 36,  Facility Carried by Structure: ILLINOIS CENTRAL R
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 149.102,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 840008,  Location: .1M S STEVENSON INT (Lat: 39.756964,  Lng: -89.606114),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 53,900 (year 2021),  Truck Traffic: 23%,  Features Intersected: I-55 / I-72 / US 36,  Facility Carried by Structure: CWLP Private Road
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 151.644,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 840011,  Location: I-55/IL 29 INT E SPI (Lat: 39.786228,  Lng: -89.599553),  Route carried "under" structure: State highway 29,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 15,700 (year 2021),  Truck Traffic: 7%,  Features Intersected: IL 29 / SO GRAND AVE,  Facility Carried by Structure: I-55 (NB)/ I-72 (E
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 65.386,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 840012,  Location: I-55/IL29 INT E SPI (Lat: 39.786228,  Lng: -89.599553),  Route carried "under" structure: State highway 29,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 15,700 (year 2021),  Truck Traffic: 7%,  Features Intersected: IL 29 / SO GRAND AVE,  Facility Carried by Structure: I-55 (SB)/ I-72 (W
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 65.386,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 840013,  Location: .3M S SANGAMON AV (Lat: 39.827567,  Lng: -89.592656),  Route carried "under" structure: Interstate 55,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,800 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-55,  Facility Carried by Structure: NORFOLK SOUTHERN R
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 159.562,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 840014,  Location: I-55/IL54 INT NE SPI (Lat: 39.831536,  Lng: -89.593281),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 17,700 (year 2021),  Truck Traffic: 6%,  Features Intersected: SANGAMON AVE / IL 54,  Facility Carried by Structure: I-55 (SB)
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 3.717,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 840015,  Location: I-55/IL54 INT NE SPI (Lat: 39.831547,  Lng: -89.592967),  Route carried "under" structure: State highway 54,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10,700 (year 2021),  Truck Traffic: 8%,  Features Intersected: SANGAMON AVE / IL 54,  Facility Carried by Structure: I-55 (NB)
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 840028,  Location: .25M S I-72 (Lat: 39.738881,  Lng: -89.642544),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 46,300 (year 2021),  Truck Traffic: 20%,  Features Intersected: I-55 (SB)
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 147.573,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 840032,  Location: 2400 S 5TH - SPFLD (Lat: 39.773528,  Lng: -89.649986),  Route carried "under" structure: Business Interstate 55,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 11,400 (year 2021),  Truck Traffic: 4%,  Features Intersected: BUS 55 / 5TH ST.,  Facility Carried by Structure: NORFOLK SOUTHERN R
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 4.297,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 25.8m (84.6ft)

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Structure Number: 840033,  Location: S 5TH&STANFORD-SPFLD (Lat: 39.766169,  Lng: -89.648822),  Route carried "under" structure: Business Interstate 55,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2021),  Truck Traffic: 3%,  Features Intersected: BUS 55 SB / 5TH ST.,  Facility Carried by Structure: ILLINOIS CENTRAL R
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 3.460,  Lanes under structure: 3,  Material/Design: Steel,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 840037,  Location: .45M E 6TH ST. (Lat: 39.743361,  Lng: -89.635725),  Route carried "under" structure: Interstate 55,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 53,900 (year 2021),  Truck Traffic: 23%,  Features Intersected: I-55 / I-72 / US 36,  Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 148.635,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.2m (177.8ft)

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Structure Number: 840037,  Location: .45M E 6TH ST. (Lat: 39.743433,  Lng: -89.635769),  Route carried "under" structure: Interstate 72,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 40,500 (year 2021),  Truck Traffic: 11%,  Features Intersected: I-55 / I-72 / US 36,  Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 158.532,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.2m (177.8ft)

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Structure Number: 840049,  Location: .07MI E OF 18TH ST. (Lat: 39.794608,  Lng: -89.629767),  Route carried "under" structure: Other road ,  Year Built: 1933,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 6%,  Features Intersected: FAU 7985,  Facility Carried by Structure: IC&G RR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 1.191,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 84005,  Location: CLEAR LK AVE E SPFLD (Lat: 39.801781,  Lng: -89.595075),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 37,800 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-55,  Facility Carried by Structure: CLEAR LAKE AVE (EB
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 156.762,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 840051,  Location: I-55-CLR LK - E SPFD (Lat: 39.801958,  Lng: -89.595022),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 37,800 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-55,  Facility Carried by Structure: CLEAR LAKE/ I-72(W
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 156.778,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 840076,  Location: S EDGE SPRINGFIELD (Lat: 39.742956,  Lng: -89.644300),  Route carried "under" structure: Business Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 21,400 (year 2021),  Truck Traffic: 4%,  Features Intersected: 6TH ST / BUS 55,  Facility Carried by Structure: I-72 / US 36 (WB)
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 840077,  Location: S EDGE SPRINGFIELD (Lat: 39.742586,  Lng: -89.644300),  Route carried "under" structure: Business Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 21,400 (year 2021),  Truck Traffic: 4%,  Features Intersected: 6TH ST / BUS 55,  Facility Carried by Structure: I-72 / US 36 (EB)
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 840078,  Location: .25M E 6TH ST. (Lat: 39.741989,  Lng: -89.639439),  Route carried "under" structure: Interstate 55,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 46,300 (year 2021),  Truck Traffic: 20%,  Features Intersected: I-55 (SB),  Facility Carried by Structure: I-72 / US 36 (EB)
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 148.088,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 840081,  Location: 1.8M S LK SPFLD BRDG (Lat: 39.669931,  Lng: -89.647369),  Route carried "under" structure: Interstate 55,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 35,600 (year 2021),  Truck Traffic: 25%,  Features Intersected: I-55/ PALM ROAD,  Facility Carried by Structure: NEW CITY RD / CH 4
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 139.961,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 840081,  Location: 1.8M S LK SPFLD BRDG (Lat: 39.669919,  Lng: -89.648053),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,850 (year 2021),  Truck Traffic: 4%,  Features Intersected: I-55/ PALM ROAD,  Facility Carried by Structure: NEW CITY RD / CH 4
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 840082,  Location: SE EDGE SPFLD (Lat: 39.758131,  Lng: -89.605708),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 53,900 (year 2021),  Truck Traffic: 23%,  Features Intersected: I-55 / I-72 / US 36,  Facility Carried by Structure: STEVENSON DR (EB)
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 151.789,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: 840083,  Location: SE EDGE SPFLD (Lat: 39.758389,  Lng: -89.605650),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 52,300 (year 2021),  Truck Traffic: 25%,  Features Intersected: I-55 / I-72 / US 36,  Facility Carried by Structure: STEVENSON DR (WB)
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 151.821,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.9m (88.3ft)

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Structure Number: 840092,  Location: .8M SW STEVENSON INT (Lat: 39.749731,  Lng: -89.616411),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 53,900 (year 2021),  Truck Traffic: 23%,  Features Intersected: I-55 / I-72 / US 36,  Facility Carried by Structure: W LAKE SHORE DR
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 150.437,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 840099,  Location: 1M S I-72/US 36 (Lat: 39.728275,  Lng: -89.643986),  Route carried "under" structure: Interstate 55,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 46,300 (year 2021),  Truck Traffic: 20%,  Features Intersected: I-55,  Facility Carried by Structure: SOUTHWIND RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 146.575,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 840101,  Location: 1.1M N SANGAMON AVE (Lat: 39.845792,  Lng: -89.594097),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 27,300 (year 2021),  Truck Traffic: 34%,  Features Intersected: I-55,  Facility Carried by Structure: BISSELL ROAD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 161.670,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 840102,  Location: .5M S SANG AV/IL 54 (Lat: 39.825344,  Lng: -89.592483),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 37,800 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-55,  Facility Carried by Structure: RIDGELY RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 159.240,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 840103,  Location: .45 E FAP 75 Dirksen (Lat: 39.794603,  Lng: -89.596989),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 53,100 (year 2021),  Truck Traffic: 24%,  Features Intersected: I-55 / I-72 / US 36,  Facility Carried by Structure: MUN 2110E (Cook St
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 155.941,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 840104,  Location: .5M W I-55/6TH ST (Lat: 39.742533,  Lng: -89.653664),  Route carried "under" structure: Interstate 72,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 40,500 (year 2021),  Truck Traffic: 11%,  Features Intersected: I-72 / US 36,  Facility Carried by Structure: S SECOND ST RD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 156.987,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 840116,  Location: .5M S LK SPFLD BRG (Lat: 39.686411,  Lng: -89.643131),  Route carried "under" structure: Interstate 55,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 43,600 (year 2021),  Truck Traffic: 22%,  Features Intersected: I-55,  Facility Carried by Structure: E LAKE SHORE DR
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 141.908,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 840117,  Location: 1M N LK SPFLDBRIDGE (Lat: 39.713681,  Lng: -89.643711),  Route carried "under" structure: Interstate 55,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 46,300 (year 2021),  Truck Traffic: 20%,  Features Intersected: I-55,  Facility Carried by Structure: TORONTO RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 144.966,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.4m (70.2ft)

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Structure Number: 840125,  Location: .5 M W IL 4 (Lat: 39.744719,  Lng: -89.713367),  Route carried "under" structure: Interstate 72,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 20,200 (year 2021),  Truck Traffic: 19%,  Features Intersected: I-72,  Facility Carried by Structure: GATEWAY WESTERN RR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 151.789,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 840126,  Location: .7M W IL 4/VETERANS (Lat: 39.746781,  Lng: -89.719911),  Route carried "under" structure: Interstate 72,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 20,200 (year 2021),  Truck Traffic: 19%,  Features Intersected: I-72 / US 36,  Facility Carried by Structure: COCKRELL LN
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 151.162,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 840133,  Location: 1M N I-72 (Lat: 39.756506,  Lng: -89.706436),  Route carried "under" structure: State highway 4,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 30,800 (year 2021),  Truck Traffic: 4%,  Features Intersected: IL 4 (VETERANS PKWY),  Facility Carried by Structure: WABASH BIKE TRAIL
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 260.610,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 840136,  Location: VETERANS I-72 INTCHG (Lat: 39.742450,  Lng: -89.706158),  Route carried "under" structure: Interstate 72,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 35,900 (year 2021),  Truck Traffic: 12%,  Features Intersected: I-72 / US 36,  Facility Carried by Structure: VETERANS / IL 4 (S
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 152.417,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.3m (99.4ft)

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Structure Number: 840137,  Location: VETERANS I-72 INTCHG (Lat: 39.742356,  Lng: -89.705839),  Route carried "under" structure: Interstate 72,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 35,900 (year 2021),  Truck Traffic: 12%,  Features Intersected: I-72 / US 36,  Facility Carried by Structure: VETERANS / IL 4 (N
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 152.449,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.3m (99.4ft)

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Structure Number: 840148,  Location: 2.6M W IL4/VETERANS (Lat: 39.752103,  Lng: -89.750511),  Route carried "under" structure: Other road ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 12,100 (year 2017),  Truck Traffic: 15%,  Features Intersected: WABASH AVE (OLD 36),  Facility Carried by Structure: I-72 / US 36 (WB)
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 840149,  Location: 2.6M W IL4/VETERANS (Lat: 39.751836,  Lng: -89.750883),  Route carried "under" structure: Other road ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 8,850 (year 2017),  Truck Traffic: 11%,  Features Intersected: WABASH AVE (OLD 36),  Facility Carried by Structure: I-72 / US 36 (EB)
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 840177,  Location: .72M E 9TH ST (BL55) (Lat: 39.802325,  Lng: -89.629942),  Route carried "under" structure: City street ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 850 (year 2012),  Truck Traffic: 15%,  Features Intersected: IC(I&M)RR / 19TH ST.,  Facility Carried by Structure: CLEARLAKE AV/IL29&
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 840183,  Location: 1BL N JEFFERSON ST. (Lat: 39.804847,  Lng: -89.663486),  Route carried "under" structure: Other road ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 49%,  Features Intersected: WALNUT STREET,  Facility Carried by Structure: MADISON ST / IL 97
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 19.328,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.7m (97.4ft)

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Structure Number: 840185,  Location: 1.5M S WABASH AV (Lat: 39.741753,  Lng: -89.687425),  Route carried "under" structure: Interstate 72,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 35,900 (year 2021),  Truck Traffic: 12%,  Features Intersected: I-72/US 36/NS RR,  Facility Carried by Structure: CHATHAM ROAD
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 154.058,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.8m (94.5ft)

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Structure Number: 84019,  Location: .7M W WALNUT/IL 29 (Lat: 39.806197,  Lng: -89.675156),  Route carried "under" structure: State highway 97,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2021),  Truck Traffic: 3%,  Features Intersected: JEFFERSON /IL 97(WB)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.752,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.0m (144.4ft)

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Structure Number: 840513,  Location: 1.5 MI W I-55 (Lat: 39.740961,  Lng: -89.672444),  Route carried "under" structure: Interstate 72,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 40,500 (year 2021),  Truck Traffic: 11%,  Features Intersected: FAI 72,  Facility Carried by Structure: MACARTHUR BLVD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 155.362,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 846008,  Location: 0.28 mi E 11th St (Lat: 39.803333,  Lng: -89.635614),  Route carried "under" structure: Other road ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 20,900 (year 2012),  Truck Traffic: 6%,  Features Intersected: Clear Lake Av,  Facility Carried by Structure: Pedestrian Bridge
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 32.637,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 8499,  Location: S 6TH&STANFORD-SPFLD (Lat: 39.766300,  Lng: -89.648428),  Route carried "under" structure: Business Interstate 55,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2021),  Truck Traffic: 7%,  Features Intersected: 6TH ST / BL 55,  Facility Carried by Structure: ILLINOIS CENTRAL R
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 3.605,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 849901,  Location: PRINCETON AVE-SPFLD (Lat: 39.774878,  Lng: -89.648589),  Route carried "under" structure: Business Interstate 55,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 12,100 (year 2021),  Truck Traffic: 3%,  Features Intersected: 6TH ST. / BL 55,  Facility Carried by Structure: NORFOLK SOUTHERN R
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 4.554,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 849902,  Location: 1500 N 9TH - SPFLD (Lat: 39.820694,  Lng: -89.643169),  Route carried "under" structure: Business Interstate 55,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 8,850 (year 2021),  Truck Traffic: 8%,  Features Intersected: 9TH ST. / BL 55,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 10.026,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 849904,  Location: BETWEEN 3RD & 4TH ST (Lat: 39.798367,  Lng: -89.651919),  Route carried "under" structure: Other road ,  Year Built: 1903,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2012),  Truck Traffic: 6%,  Features Intersected: CAPITOL AVE,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 3.71m (12.17ft),  Kilometerpoint: 0.129,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.9m (42.3ft)

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Structure Number: 849909,  Location: .2M E PEORIA RD/BL55 (Lat: 39.855117,  Lng: -89.612056),  Route carried "under" structure: Other road ,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 5%,  Features Intersected: DIRKSEN PKWY/FAP 668,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.370,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 84991,  Location: .9M E 6TH ST - SPFLD (Lat: 39.757633,  Lng: -89.629831),  Route carried "under" structure: Other road ,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: STEVENSON DR./FAP663,  Facility Carried by Structure: IL CENTRAL (I&M) R
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 1.497,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.1m (43.0ft)