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

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Structure Number: 72501,  Location: N LINESW1/4 19T9NR7E (Lat: 40.747111,  Lng: -89.753922),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 175 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 133 (year 2032),  Design Load: HS 20,  Features Intersected: BR KICKAPOO CK,  Facility Carried by Structure: POWDER MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft)

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

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Structure Number: 725012,  Location: W1/2-25-KICKAPOO (Lat: 40.735553,  Lng: -89.658631),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 150 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 174 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BIG HOLLOW CREEK,  Facility Carried by Structure: RICHWOODS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 60.3 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: 46.3 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: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 726001,  Location: NW 5 T8NR8E (Lat: 40.710189,  Lng: -89.621881),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 7,400 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,071 (year 2032),  Design Load: HS 20,  Features Intersected: DRY RUN CREEK,  Facility Carried by Structure: NEBRASKA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Good,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 726004,  Location: SEC-13-T9NR7E (Lat: 40.756947,  Lng: -89.644567),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 9,250 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,877 (year 2032),  Design Load: HS 20,  Features Intersected: BIG HOLLOW CRK TRIB,  Facility Carried by Structure: CHARTER OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.927,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021

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Structure Number: 726007,  Location: FRNT RD SW OF US 150 (Lat: 40.756339,  Lng: -89.648731),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 25 (year 2017),  Average Future Daily Traffic: 133 (year 2032),  Design Load: HS 20,  Features Intersected: BIG HOLLOW CR,  Facility Carried by Structure: OLD BIG HOLLOW ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Serious,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 72601,  Location: SWCOR-SW-30-Medina (Lat: 40.813078,  Lng: -89.630658),  Route carried "on" structure: Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 5,650 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,416 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Trib to Kickapoo Crk,  Facility Carried by Structure: Alta Rd/FAU 6641
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Very good,  Culverts: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Other

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Structure Number: 726012,  Location: 1/4 Mi. N. of I-74 (Lat: 40.710453,  Lng: -89.600836),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 4,800 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,012 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: DRY RUN CREEK,  Facility Carried by Structure: NEBRASKA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.396,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.5m (54.1ft)

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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 726013,  Location: 0.10 Mi. N. of I-74 (Lat: 40.707906,  Lng: -89.603583),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 2,525 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,929 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Dry Run Creek,  Facility Carried by Structure: FAU-6595
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.775,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 1.5m (4.9ft),  Out-to-Out Width: 1.5m (4.9ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019

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Structure Number: 726015,  Location: NE1/4Sec8 T18N R8E (Lat: 40.693439,  Lng: -89.608669),  Route carried "on" structure: Other road ,  Year Built: 2018,  Status: Open,  Structure Length: 1.99m (6.53ft),  Average Daily Traffic: 4,575 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,524 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: R B GARRETT AVE,  Facility Carried by Structure: MACARTHUR HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.021,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.7 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: 42.8 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 726056,  Location: E CTR-25-T10NR7E (Lat: 40.820267,  Lng: -89.645006),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 2,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,250 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: Trib to Kickapoo Crk,  Facility Carried by Structure: Wilhelm Rd (CH 31D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 727002,  Location: NW-5-T8NR8E (Lat: 40.705281,  Lng: -89.620717),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Temporarily open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 550 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 584 (year 2032),  Features Intersected: DRY RUN CR,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 5.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $120,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 727005,  Location: BRADLEY PARK (Lat: 40.708764,  Lng: -89.622761),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 75 (year 2017),  Average Future Daily Traffic: 80 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: DRY RUN CR,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 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: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 728,  Location: NW-32-T9NR8E (Lat: 40.720150,  Lng: -89.620936),  Route carried "on" structure: Other road ,  Year Built: 1965,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,239 (year 2032),  Design Load: HS 20,  Features Intersected: DRY RUN CREEK,  Facility Carried by Structure: GALE AVE - FAU 659
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.683,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 54.1 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: 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: January 2021

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Structure Number: 728001,  Location: CTR-18-T9NR8E (Lat: 40.761808,  Lng: -89.631633),  Route carried "on" structure: Other road ,  Year Built: 1964,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 6,100 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,133 (year 2032),  Design Load: HS 15,  Features Intersected: BIG HOLLOW CR.,  Facility Carried by Structure: FAU-6647 (NMOOR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Serious,  Culverts: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than 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: November 2020

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Structure Number: 775,  Location: 2 MI SE ULLIN (Lat: 37.271361,  Lng: -89.155311),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,251 (year 2032),  Design Load: HS 15,  Features Intersected: CREEK,  Facility Carried by Structure: FAS 938
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.511,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.3m (7.5ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  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

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Structure Number: 872,  Location: .4 MI W ROBINSON CR (Lat: 39.405847,  Lng: -88.902458),  Route carried "on" structure: State highway 16,  Year Built: 1966,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 4,800 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,399 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.360,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 882,  Location: S CL OF BRADFORD (Lat: 41.172689,  Lng: -89.657761),  Route carried "on" structure: State highway 40,  Year Built: 1996,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,650 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,874 (year 2032),  Design Load: HS 20,  Features Intersected: DEFEAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.415,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018

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Structure Number: 900001,  Location: I-74 OVR ILLINOIS R (Lat: 40.692597,  Lng: -89.585481),  Route carried "on" structure: Interstate 74,  Year Built: 1958,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 98.05m (321.69ft),  Average Daily Traffic: 50,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,720 (year 2032),  Design Load: HS 20,  Features Intersected: ILL RIV (604034P)
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 153.270,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 14.9m (48.9ft), Horizontal Clearance: 152.4m (500.0ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 182.9m (600.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.6 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,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 98.05m (321.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $3,899,000,  Roadway Improvement Cost: $195,000,  Total Project Cost: $4,679,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 90003,  Location: CEDAR ST AT PEORIA (Lat: 40.680686,  Lng: -89.604117),  Route carried "on" structure: State highway 8,  Year Built: 1932,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 114.30m (375.00ft),  Average Daily Traffic: 12,400 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,682 (year 2032),  Design Load: H 20,  Features Intersected: ILLINOIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.282,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Navigation Control: Yes ( Vertical Clearance: 18.9m (62.0ft), Horizontal Clearance: 85.3m (279.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 34,  Number Of Approach Spans: 4,  Length of Maximum Span: 90.2m (295.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Fair,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 114.30m (375.00ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $25,889,000,  Roadway Improvement Cost: $2,589,000,  Total Project Cost: $38,834,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 90007,  Location: NE END OF PEORIA (Lat: 40.722581,  Lng: -89.554019),  Route carried "on" structure: US 150,  Year Built: 1948,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 144.63m (474.51ft),  Average Daily Traffic: 30,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,355 (year 2032),  Design Load: H 20,  Features Intersected: ILLINOIS RIVER
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 143.260,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 14.9m (48.9ft), Horizontal Clearance: 125.3m (411.1ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 25,  Length of Maximum Span: 163.4m (536.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Fair,  Channel: Very good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 144.63m (474.51ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $8,541,000,  Roadway Improvement Cost: $854,000,  Total Project Cost: $12,812,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 900115,  Location: IN PEORIA (Lat: 40.722528,  Lng: -89.553839),  Route carried "on" structure: US 150,  Year Built: 1982,  Status: Open,  Structure Length: 144.63m (474.51ft),  Average Daily Traffic: 30,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,355 (year 2032),  Design Load: HS 20,  Features Intersected: ILL RIVER & CRI&P RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.276,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 14.9m (48.9ft), Horizontal Clearance: 125.3m (411.1ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 20,  Length of Maximum Span: 190.8m (626.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 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: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 900122,  Location: Bob Michel Bridge (Lat: 40.687561,  Lng: -89.593689),  Route carried "on" structure: State highway 40,  Year Built: 1993,  Status: Open,  Structure Length: 72.09m (236.52ft),  Average Daily Traffic: 15,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,284 (year 2032),  Design Load: HS 20,  Features Intersected: IL RIV,WASH.ST.&RR'S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.9m (62.0ft), Horizontal Clearance: 93.0m (305.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 17,  Length of Maximum Span: 109.7m (359.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 925,  Location: 1 MI NW ROSSVILLE (Lat: 40.397261,  Lng: -87.685464),  Route carried "on" structure: County highway ,  Year Built: 1900,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 565 (year 2032),  Features Intersected: N FORK VERMILION RIV,  Facility Carried by Structure: TR 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.307,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $60,000

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Structure Number: 926,  Location: 1 BLK N CLEVELAND ST (Lat: 40.124667,  Lng: -87.617469),  Route carried "on" structure: US 136,  Year Built: 1896,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 9,700 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,886 (year 2032),  Design Load: HS 20,  Features Intersected: STONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 356.363,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 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,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $279,000

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Structure Number: 932,  Location: 1 MI E EDWARDS CO LN (Lat: 38.386694,  Lng: -87.956719),  Route carried "on" structure: State highway 15,  Year Built: 1969,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 2,850 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,563 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.570,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 973,  Location: 1 MI E BURNT PRAIRIE (Lat: 38.249822,  Lng: -88.237883),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 450 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 651 (year 2032),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: FAS-815
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.720,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1027,  Location: 2.5 Mile NW of Hudso (Lat: 40.652717,  Lng: -89.049631),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 4.76m (15.62ft),  Average Daily Traffic: 350 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 315 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: Evergreen Lake SPilW,  Facility Carried by Structure: CH 26 (Woodford Co
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.2 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: 47.3 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: 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: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16056,  Location: 0.4 M E I294 P9 (Lat: 41.931128,  Lng: -87.914069),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 25,600 (year 2021),  Truck Traffic: 8%,  Features Intersected: GRAND AVE,  Facility Carried by Structure: C&NW RR
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.515,  Lanes under structure: 4,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 607,  Location: 1 MILE W OF I-55/70 (Lat: 38.737750,  Lng: -89.928097),  Route carried "under" structure: State highway 162,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 10,200 (year 2021),  Truck Traffic: 5%,  Features Intersected: FAP 586 IL 162,  Facility Carried by Structure: MCT SCHOOLHOUSE BI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.137,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 720057,  Location: KICKAPOO INTERCHANGE (Lat: 40.774111,  Lng: -89.752981),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-74,  Facility Carried by Structure: KICKAPOO-EDWARDS R
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 134.602,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 720059,  Location: 2 MI W OF PEORIA (Lat: 40.747939,  Lng: -89.687361),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-74,  Facility Carried by Structure: KOERNER ROAD(CH47R
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 140.862,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 72007,  Location: 1.5 MI E OF KICKAPOO (Lat: 40.763981,  Lng: -89.727708),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-74,  Facility Carried by Structure: GILLES RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 137.016,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 720071,  Location: 3 MI W OF PEORIA (Lat: 40.756361,  Lng: -89.708581),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-74,  Facility Carried by Structure: HEINZ ROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 138.834,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 720106,  Location: 2 MI W STERLING AVE (Lat: 40.741603,  Lng: -89.668167),  Route carried "under" structure: Interstate 74,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 26%,  Features Intersected: WB I-74,  Facility Carried by Structure: SB ILL 6
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 142.648,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 720107,  Location: 2 MI W STERLING AVE (Lat: 40.741544,  Lng: -89.667661),  Route carried "under" structure: Interstate 74,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 32,600 (year 2021),  Truck Traffic: 8%,  Features Intersected: WB I-74
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 142.681,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 720108,  Location: 2 MI W STERLING AVE (Lat: 40.741581,  Lng: -89.667981),  Route carried "under" structure: Interstate 74,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 32,600 (year 2021),  Truck Traffic: 8%,  Features Intersected: EB I-74
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 142.664,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 720109,  Location: 2 MI W STERLING AVE (Lat: 40.741525,  Lng: -89.667483),  Route carried "under" structure: Interstate 74,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 32,600 (year 2021),  Truck Traffic: 8%,  Features Intersected: EB I-74
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 142.697,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 72011,  Location: 2 MI W STERLING AVE (Lat: 40.741928,  Lng: -89.670983),  Route carried "under" structure: Interstate 74,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 26%,  Features Intersected: EB I-74
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 142.407,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 720111,  Location: 2 MI W STERLING AVE (Lat: 40.738567,  Lng: -89.671439),  Route carried "under" structure: Interstate 474,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 5,950 (year 2021),  Truck Traffic: 37%,  Features Intersected: WB I-474
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 720112,  Location: 1 M NW OF POTTSTOWN (Lat: 40.733311,  Lng: -89.672256),  Route carried "under" structure: State highway 8,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 2,750 (year 2021),  Truck Traffic: 5%,  Features Intersected: ILL 8,  Facility Carried by Structure: EB I-474,474 RP 1.
Minimum Vertical Clearance: 8.79m (28.84ft),  Kilometerpoint: 43.725,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 720113,  Location: 1 M NW OF POTTSTOWN (Lat: 40.733297,  Lng: -89.671950),  Route carried "under" structure: State highway 8,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 2,750 (year 2021),  Truck Traffic: 5%,  Features Intersected: ILL 8,  Facility Carried by Structure: WB I-474
Minimum Vertical Clearance: 8.79m (28.84ft),  Kilometerpoint: 43.870,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 720138,  Location: 1 MI N OF I-74 (Lat: 40.754500,  Lng: -89.671369),  Route carried "under" structure: Other road ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 4,700 (year 2017),  Truck Traffic: 3%,  Features Intersected: CHARTER OAK ROAD,  Facility Carried by Structure: NB ILL 6
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 720139,  Location: 1 MI N OF I-74 (Lat: 40.754506,  Lng: -89.671717),  Route carried "under" structure: Other road ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 4,700 (year 2017),  Truck Traffic: 3%,  Features Intersected: CHARTER OAK ROAD,  Facility Carried by Structure: SB ILL 6
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 1.481,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 72014,  Location: 0.25 MI E OF IL 91 (Lat: 40.774928,  Lng: -89.669683),  Route carried "under" structure: State highway 6,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 27,700 (year 2021),  Truck Traffic: 6%,  Features Intersected: ILL 6,  Facility Carried by Structure: US 150
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 3.734,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 720143,  Location: SW-36-T10NR7E (Lat: 40.798633,  Lng: -89.657550),  Route carried "under" structure: State highway 6,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 19,800 (year 2021),  Truck Traffic: 8%,  Features Intersected: ILL 6,  Facility Carried by Structure: UP RR (000224T)
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 6.598,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 720144,  Location: CTR S1/2-36-T10NR7E (Lat: 40.801839,  Lng: -89.650100),  Route carried "under" structure: County highway ,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 2,050 (year 2017),  Truck Traffic: 3%,  Features Intersected: FAS387(CHR52)RADNOR,  Facility Carried by Structure: SB ILL 6
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 720145,  Location: CTR S-1/2-36-T10NR7E (Lat: 40.801583,  Lng: -89.650100),  Route carried "under" structure: Other road ,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 2,050 (year 2017),  Truck Traffic: 3%,  Features Intersected: FAS 387(CHR52)Radnor,  Facility Carried by Structure: NB ILL 6
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 720146,  Location: CTR-S1/2-31-T10NR8E (Lat: 40.801700,  Lng: -89.631061),  Route carried "under" structure: State highway 6,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 19,800 (year 2021),  Truck Traffic: 8%,  Features Intersected: ILL 6
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 8.899,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.4m (109.6ft)

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Structure Number: 720147,  Location: CTR-32-T10NR8E (Lat: 40.805647,  Lng: -89.612719),  Route carried "under" structure: State highway 6,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 14,800 (year 2021),  Truck Traffic: 7%,  Features Intersected: IL 6,  Facility Carried by Structure: IL 40
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 10.525,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 720148,  Location: .35M W OF ILL 29 (Lat: 40.817039,  Lng: -89.573339),  Route carried "under" structure: State highway 6,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 9,850 (year 2021),  Truck Traffic: 8%,  Features Intersected: ILL 6,  Facility Carried by Structure: MOSSVILLE RD-CH D3
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 14.452,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 720167,  Location: NE C.L PEORIA (Lat: 40.722872,  Lng: -89.555617),  Route carried "under" structure: State highway 29,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 13,300 (year 2021),  Truck Traffic: 8%,  Features Intersected: IL 29 NE ADAMS ST,  Facility Carried by Structure: US 150 EB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 191.410,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 720168,  Location: IL 29 NE ADAMS ST (Lat: 40.723139,  Lng: -89.555442),  Route carried "under" structure: State highway 29,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2021),  Truck Traffic: 8%,  Features Intersected: IL 29,  Facility Carried by Structure: US 150 WB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 191.442,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 720172,  Location: US 150/I74 INTERCHAN (Lat: 40.736928,  Lng: -89.624167),  Route carried "under" structure: Other road ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 2,600 (year 2017),  Truck Traffic: 5%,  Features Intersected: I 74 RP 20.63,  Facility Carried by Structure: I 74 RP 21.16
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.885,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 720174,  Location: 1.25 MI W ILLINOIS R (Lat: 40.703244,  Lng: -89.594531),  Route carried "under" structure: Interstate 74,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2021),  Truck Traffic: 6%,  Features Intersected: I-74,RPF-1,RP F-6
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 151.789,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 720175,  Location: 1.25 MI W ILL RIVER (Lat: 40.702756,  Lng: -89.594236),  Route carried "under" structure: Interstate 74,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2021),  Truck Traffic: 6%,  Features Intersected: I-74 AND RP F-6,  Facility Carried by Structure: SB KNOXVILLE,RPF-2
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 151.854,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.3m (197.8ft)