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

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Structure Number: 583332,  Location: 3.1 MI N OF OAKLEY (Lat: 39.922325,  Lng: -88.803139),  Route carried "on" structure: Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 8.54m (28.02ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 773 (year 2032),  Design Load: HS 20,  Features Intersected: SANGAMON R OVERFLOW,  Facility Carried by Structure: FAU 7454(CH 25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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

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Structure Number: 583342,  Location: SW EDGE OF DECATUR (Lat: 39.797433,  Lng: -89.019708),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 650 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 928 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB SANGAMON RIVER,  Facility Carried by Structure: FAS 556 (CH 28)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.120,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.0m (62.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 583359,  Location: 0.8 MI S BEARSDALE (Lat: 39.886458,  Lng: -89.011411),  Route carried "on" structure: Other road ,  Year Built: 1909,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,031 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: FAU 7354(PERSHING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.028,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 583366,  Location: 1.7 MI NE OF OAKLEY (Lat: 39.894483,  Lng: -88.783447),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,350 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,598 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: STREAM,  Facility Carried by Structure: FAS 1544 (CH 24)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.8m (58.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 583381,  Location: 2.7 MI N OAKLEY (Lat: 39.912658,  Lng: -88.803125),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 1,050 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,289 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: FAS 544A (CH 25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: 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: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 583388,  Location: N MT ZION (Lat: 39.797864,  Lng: -88.891092),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 6,350 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,567 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: FINLEY CREEK,  Facility Carried by Structure: FAU 7449 (CH 7)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 35.3m (115.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 585009,  Location: MOUND & GREENSWITCH (Lat: 39.892389,  Lng: -88.917550),  Route carried "on" structure: Other road ,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,775 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,660 (year 2032),  Features Intersected: STREAM,  Facility Carried by Structure: MOUND RD(FAU 7359)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.968,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $298,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $332,000

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Structure Number: 585026,  Location: SW OF SOUTHSIDE CC (Lat: 39.793861,  Lng: -88.990797),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 232 (year 2032),  Design Load: HS 20,  Features Intersected: WARD BRANCH,  Facility Carried by Structure: TR 203(HERITAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 585027,  Location: 1.5 MI S OF OREANA (Lat: 39.915322,  Lng: -88.877122),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 550 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,134 (year 2032),  Design Load: HS 20,  Features Intersected: REYNOLDS RUN,  Facility Carried by Structure: TR 55(CUNDIFF RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021

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Structure Number: 585029,  Location: 4 MI S OF ARGENTA (Lat: 39.927111,  Lng: -88.827131),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 550 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 773 (year 2032),  Design Load: HS 15,  Features Intersected: STREAM,  Facility Carried by Structure: TR 45 Kirby Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.7 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 585035,  Location: 2 MI N OF OAKLEY (Lat: 39.909094,  Lng: -88.800108),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 125 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 77 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: TR 65A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 585059,  Location: 3.5 Mi. SE Warr (Lat: 39.906819,  Lng: -89.028836),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 900 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 770 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: STREAM,  Facility Carried by Structure: FAS 1538/WYCKLES R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.961,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.1m (33.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020

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Structure Number: 585065,  Location: 4.3 Miles North East (Lat: 39.882344,  Lng: -88.873947),  Route carried "on" structure: Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 1,950 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,371 (year 2032),  Features Intersected: Lake Decatur Trib,  Facility Carried by Structure: FAU 7355 – CH 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.407,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.9m (6.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: April 2020

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Structure Number: 586001,  Location: 1.54 MI E OF US 51 (Lat: 39.862811,  Lng: -88.926789),  Route carried "on" structure: Other road ,  Year Built: 1965,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,011 (year 2032),  Design Load: HS 20,  Features Intersected: IL 121(FAP 320),  Facility Carried by Structure: GARFIELD AV(FAU 73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.122,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $2,470,000,  Roadway Improvement Cost: $282,000,  Total Project Cost: $2,752,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 586008,  Location: ACROSS SE LAKE DECAT (Lat: 39.820606,  Lng: -88.926772),  Route carried "on" structure: Other road ,  Year Built: 1961,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 13.79m (45.24ft),  Average Daily Traffic: 8,850 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,898 (year 2032),  Design Load: HS 20,  Features Intersected: LAKE DECATUR,  Facility Carried by Structure: LOST BRIDGE(FAU 73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Critical,  Substructure: Fair,  Channel: Very good,  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: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 586009,  Location: E SIDE LK DECATUR (Lat: 39.885589,  Lng: -88.855347),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 412 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: STAR RTE(MS8050)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 58601,  Location: 0.9 MI E FRANKLIN (Lat: 39.804481,  Lng: -88.937192),  Route carried "on" structure: Other road ,  Year Built: 1909,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 900 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 979 (year 2032),  Design Load: HS 15,  Features Intersected: SAND CREEK,  Facility Carried by Structure: GROVE RD(FAU 7401)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Very good,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2019,  Critical Feature Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 586011,  Location: 0.14 mi. E. IL 121 (Lat: 39.812911,  Lng: -88.874947),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 550 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Creek,  Facility Carried by Structure: Decatur Muni 2755
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 62.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Other

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Structure Number: 586016,  Location: .23 MI S OF GROVE RD (Lat: 39.800258,  Lng: -88.982631),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 525 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 722 (year 2032),  Design Load: HS 20,  Features Intersected: MORRISON'S CREEK,  Facility Carried by Structure: TAYLOR RD(FAU 7426
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.398,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.1m (26.6ft)

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

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Structure Number: 586017,  Location: .18 MI S OF GROVE (Lat: 39.800986,  Lng: -88.982644),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 525 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 722 (year 2032),  Design Load: HS 20,  Features Intersected: MORRISON'S CREEK,  Facility Carried by Structure: TAYLOR RD(FAU 7426
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.1m (26.6ft)

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

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Structure Number: 586018,  Location: .1 MI S OF GROVE RD (Lat: 39.802297,  Lng: -88.982669),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 525 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 722 (year 2032),  Design Load: HS 20,  Features Intersected: MORRISON'S CREEK,  Facility Carried by Structure: TAYLOR RD(FAU 7426
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.1m (26.6ft)

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

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Structure Number: 58602,  Location: N NE OF DECATUR (Lat: 39.886608,  Lng: -88.950325),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 7,100 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,423 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: FAU 7437(ML KING D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Very good,  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: 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: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 586021,  Location: .16 MI W IL 48 N (Lat: 39.877428,  Lng: -88.927783),  Route carried "on" structure: State highway 48,  Year Built: 1981,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 12,000 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,558 (year 2032),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.680,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 586022,  Location: NW1/4SEC31-17-3E (Lat: 39.888194,  Lng: -88.912356),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 725 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 979 (year 2032),  Features Intersected: CATERPILLAR DITCH,  Facility Carried by Structure: MEADOWLARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: July 2021,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 586024,  Location: 1 MI N MT ZION (Lat: 39.803597,  Lng: -88.891994),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 6,150 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,980 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BIG CREEK,  Facility Carried by Structure: BALTIMORE FAU7449
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  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: 15.1m (49.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 586025,  Location: .57 MI N OF MOUND RD (Lat: 39.899228,  Lng: -88.964561),  Route carried "on" structure: Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 4,550 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,100 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: STEVENS CREEK,  Facility Carried by Structure: FAU 7432
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  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: 17.1m (56.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum 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,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 586026,  Location: 1.22 MI E OF US 51 (Lat: 39.811731,  Lng: -88.933200),  Route carried "on" structure: Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 2,950 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,990 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SAND CREEK ARM,  Facility Carried by Structure: FAU 7398/S SHORE D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.688,  Lanes on structure: 2,  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: 2,  Length of Maximum Span: 20.2m (66.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 586027,  Location: 0.64 MI S OF IL 48 (Lat: 39.811789,  Lng: -88.981744),  Route carried "on" structure: Other road ,  Year Built: 2020,  Status: Open,  Structure Length: 2.94m (9.65ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,701 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WARD BRANCH,  Facility Carried by Structure: FAU 7426 (TAYLOR R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 589201,  Location: FAIRVIEW PARK (Lat: 39.846431,  Lng: -88.992069),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 550 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: STEVENS CREEK,  Facility Carried by Structure: TR 939-PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 580005,  Location: ON MAIN ST DECATUR (Lat: 39.847469,  Lng: -88.956014),  Route carried "under" structure: Other road ,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 10,100 (year 2021),  Truck Traffic: 2%,  Features Intersected: US 51(FAP 710),  Facility Carried by Structure: N&S RR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 6.791,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 580006,  Location: S MAIN DECATUR (Lat: 39.832453,  Lng: -88.955181),  Route carried "under" structure: Other road ,  Year Built: 1933,  Structure Length: 0. m,  Average Daily Traffic: 7,600 (year 2020),  Truck Traffic: 6%,  Features Intersected: US 51(FAP 710),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 8.481,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 580007,  Location: IN DECATUR (Lat: 39.827678,  Lng: -88.953553),  Route carried "under" structure: Other road ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,750 (year 2020),  Truck Traffic: 6%,  Features Intersected: IL 105(FAP 712),  Facility Carried by Structure: US-51 SB (FAP 710)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: 580008,  Location: IN DECATUR (Lat: 39.827589,  Lng: -88.953064),  Route carried "under" structure: State highway 105,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 7,950 (year 2021),  Truck Traffic: 6%,  Features Intersected: IL 105(FAP 712),  Facility Carried by Structure: US-51NB (FAP 710AL
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.317,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 580011,  Location: 1 MI S OF DECATUR (Lat: 39.817414,  Lng: -88.963381),  Route carried "under" structure: Other road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 9,300 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 51(FAP 710),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 10.477,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 580013,  Location: IN DECATUR (Lat: 39.835853,  Lng: -88.952850),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,700 (year 2020),  Truck Traffic: 2%,  Features Intersected: US 51(FAP 710),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.901,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 580014,  Location: IN DECATUR (Lat: 39.846939,  Lng: -88.953350),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 850 (year 2020),  Truck Traffic: 4%,  Features Intersected: N&S RR & CERRO GORDO,  Facility Carried by Structure: US 51(FAP 710 ALT)
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.644,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 580019,  Location: IN DECATUR (Lat: 39.836042,  Lng: -88.913525),  Route carried "under" structure: Other road ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 5%,  Features Intersected: LAKE SHORE DR(U 7390,  Facility Carried by Structure: US 36(FAP 320)
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 3.540,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.7m (38.4ft)

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Structure Number: 580025,  Location: N OF GARFIELD-DECATR (Lat: 39.862956,  Lng: -88.926792),  Route carried "under" structure: State highway 121,  Year Built: 1943,  Structure Length: 0. m,  Average Daily Traffic: 14,400 (year 2021),  Truck Traffic: 10%,  Features Intersected: IL 121(FAP 320),  Facility Carried by Structure: IT RR
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 115.596,  Lanes under structure: 4,  Material/Design: Wood or Timber,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 580027,  Location: SWCL OF DECATUR (Lat: 39.823444,  Lng: -88.961281),  Route carried "under" structure: State highway 105,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: FAP 714 (IL 105),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 1.352,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 580031,  Location: IN DECATUR (Lat: 39.876931,  Lng: -88.946250),  Route carried "under" structure: State highway 48,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 17,800 (year 2021),  Truck Traffic: 5%,  Features Intersected: PERSHING(FAP 320),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 91.070,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.1m (72.5ft)

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Structure Number: 580033,  Location: IN DECATUR (Lat: 39.869225,  Lng: -88.972950),  Route carried "under" structure: State highway 48,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2021),  Truck Traffic: 2%,  Features Intersected: OAKLAND(FAU 7429),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 87.980,  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: 580036,  Location: IN DECATUR (Lat: 39.831689,  Lng: -88.976889),  Route carried "under" structure: State highway 48,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 2021),  Truck Traffic: 4%,  Features Intersected: FAIRVIEW(FAU 7429),  Facility Carried by Structure: N&S RR
Minimum Vertical Clearance: 9.04m (29.66ft),  Kilometerpoint: 83.651,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 580054,  Location: 1.83 MI S FAS 549 (Lat: 39.909411,  Lng: -88.917731),  Route carried "under" structure: Interstate 72,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2021),  Truck Traffic: 29%,  Features Intersected: I-72,  Facility Carried by Structure: TR 150(GREENSWITCH
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 230.870,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 580072,  Location: 2 MI N HARRISTOWN (Lat: 39.875389,  Lng: -89.028850),  Route carried "under" structure: Interstate 72,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 2021),  Truck Traffic: 27%,  Features Intersected: I-72,  Facility Carried by Structure: CH 41(FAS 1538)
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 219.879,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.5m (152.6ft)

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Structure Number: 580073,  Location: .5 MI S ILL-121 INT (Lat: 39.890919,  Lng: -89.011400),  Route carried "under" structure: Interstate 72,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 2021),  Truck Traffic: 27%,  Features Intersected: I-72,  Facility Carried by Structure: FAU 7354 S.ELIZABE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 222.164,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 580074,  Location: 1.5 MI NW DECATUR (Lat: 39.894042,  Lng: -89.006533),  Route carried "under" structure: State highway 121,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 7,900 (year 2021),  Truck Traffic: 15%,  Features Intersected: FA320/IC RR (IL 121),  Facility Carried by Structure: I-72 (EB)
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 124.866,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 580075,  Location: 1.5 MI NW DECATUR (Lat: 39.894203,  Lng: -89.006789),  Route carried "under" structure: State highway 121,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 7,900 (year 2021),  Truck Traffic: 15%,  Features Intersected: FA320/IC RR (IL 121),  Facility Carried by Structure: I-72 (WB)
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 124.898,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 580076,  Location: N EDGE OF DECATUR (Lat: 39.907561,  Lng: -88.974050),  Route carried "under" structure: Interstate 72,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 29%,  Features Intersected: I-72,  Facility Carried by Structure: FAU 7431(OAKLAND A
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 226.058,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 580084,  Location: 2.5 MI E FORSYTH (Lat: 39.910117,  Lng: -88.894608),  Route carried "under" structure: State highway 48,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2021),  Truck Traffic: 22%,  Features Intersected: IL 48(FAP 712)IC RR,  Facility Carried by Structure: I-72 (EB)
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 97.395,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.3m (86.3ft)

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Structure Number: 580085,  Location: 2.5 MI E FORSYTH (Lat: 39.910414,  Lng: -88.894325),  Route carried "under" structure: State highway 48,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2021),  Truck Traffic: 22%,  Features Intersected: IL 48(FAU 7464)IC RR,  Facility Carried by Structure: I-72 (WB)
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 97.427,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.3m (86.3ft)

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Structure Number: 580087,  Location: NE OF DECATUR (Lat: 39.919350,  Lng: -88.859511),  Route carried "under" structure: Interstate 72,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-72,  Facility Carried by Structure: TR 45(KIRBY RD)
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 236.116,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 580089,  Location: 1 MI E OF OREANA (Lat: 39.937931,  Lng: -88.836711),  Route carried "under" structure: Interstate 72,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-72,  Facility Carried by Structure: CH 20(FAS 549B)
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 238.981,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)