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

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Structure Number: 483399,  Location: NE-19-T12N-R1E (Lat: 41.019261,  Lng: -90.420692),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 50 (year 2017),  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: South Henderson Crk,  Facility Carried by Structure: TR 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  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: Excellent,  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: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 485003,  Location: SE-18-T12NR1E (Lat: 41.020114,  Lng: -90.424553),  Route carried "on" structure: County highway ,  Year Built: 1900,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 425 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 451 (year 2032),  Features Intersected: TRIB.S.HENDERSON CRK,  Facility Carried by Structure: COUNTY HIGHWAY 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 485004,  Location: SE-16-T12NR1E (Lat: 41.020300,  Lng: -90.390933),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 700 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 601 (year 2032),  Design Load: HS 15,  Features Intersected: TRIB.S.HENDERSON.CRK,  Facility Carried by Structure: COUNTY HIGHWAY 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.136,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 95.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 485006,  Location: N1/2-32-T12NR1E (Lat: 40.989097,  Lng: -90.411553),  Route carried "on" structure: Other road ,  Year Built: 1928,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 475 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 601 (year 2032),  Features Intersected: OVER-FLOW LAKE STORY,  Facility Carried by Structure: COUNTY HIGHWAY 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 485042,  Location: W.CTR-20-T11NR1E (Lat: 40.925922,  Lng: -90.421058),  Route carried "on" structure: Other road ,  Year Built: 2020,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 150 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 140 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: TRIB CEDAR CREEK,  Facility Carried by Structure: TR 201
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 5.5m (18.0ft)

Condition: Channel: Excellent,  Culverts: Very good,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 486003,  Location: 1100 BLK E. LOSEY (Lat: 40.954739,  Lng: -90.353367),  Route carried "on" structure: Other road ,  Year Built: 1925,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 6,700 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,713 (year 2032),  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: LOSEY ST. GALESBUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.136,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 486004,  Location: NW-19-T11NR1E (Lat: 40.928225,  Lng: -90.441125),  Route carried "on" structure: Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 75 (year 2017),  Truck Traffic: 27%,  Average Future Daily Traffic: 75 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: CO. LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  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 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: November 2020,  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: 486005,  Location: NE-34-T12NR1E (Lat: 40.987100,  Lng: -90.372886),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 325 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 326 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB S HENDERSON CRK,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 486006,  Location: SOUTH OF W. MAIN ST. (Lat: 40.943172,  Lng: -90.395653),  Route carried "on" structure: Other road ,  Year Built: 1956,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,450 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,455 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: MCCLURE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $118,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $177,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 486011,  Location: N.OF WATER ST. (Lat: 40.950269,  Lng: -90.371053),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,950 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,307 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK CHANNEL,  Facility Carried by Structure: BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $369,000,  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: 486014,  Location: 200 BLK N. PRAIRIE (Lat: 40.950533,  Lng: -90.367975),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,050 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,255 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: PRAIRIE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $136,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $204,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 486017,  Location: E. OF BROAD ST (Lat: 40.936200,  Lng: -90.370761),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 24.37m (79.95ft),  Average Daily Traffic: 3,250 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,206 (year 2032),  Design Load: HS 20,  Features Intersected: BN RR (062986X),  Facility Carried by Structure: E. THIRD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 486019,  Location: ON CHAMBER S.-GROVE (Lat: 40.952836,  Lng: -90.362289),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,750 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,555 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: CHAMBERS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  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: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $135,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $203,000,  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: 486022,  Location: 500 BLK W. MAIN (Lat: 40.947519,  Lng: -90.378469),  Route carried "on" structure: US 150,  Year Built: 2012,  Status: Open,  Structure Length: 8.21m (26.94ft),  Average Daily Traffic: 9,350 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,000 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: CEDAR CREEK, BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.606,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.6m (133.2ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 83.3 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: 64.2 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 486027,  Location: 2 BLKS N. OF MAIN ST (Lat: 40.951339,  Lng: -90.345278),  Route carried "on" structure: Other road ,  Year Built: 1976,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 9,500 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,719 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: AT&SF (004649A),  Facility Carried by Structure: FARNHAM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.212,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 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: 486028,  Location: 200 N. CEDAR (Lat: 40.949706,  Lng: -90.372494),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 50 (year 2017),  Average Future Daily Traffic: 29 (year 2032),  Features Intersected: CEDAR FORK CREEK,  Facility Carried by Structure: CEDAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 5.2m (17.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 486029,  Location: ONE BLOCK N OF MAIN (Lat: 40.949214,  Lng: -90.375861),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 1,850 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,204 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: ACADEMY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $240,000,  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: 48603,  Location: Galesburg (Lat: 40.951083,  Lng: -90.365236),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 7,750 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,757 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BNSF Railroad,  Facility Carried by Structure: Seminary Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.490,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.6m (149.6ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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 corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 486052,  Location: Galesburg (Lat: 40.934978,  Lng: -90.441058),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 75 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 100 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CEDAR CREEK TRIB,  Facility Carried by Structure: FAU 6779- CO LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.0m (65.6ft),  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: 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: 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 486062,  Location: SE-10-T11NR1E (Lat: 40.952219,  Lng: -90.364558),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 7,750 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,959 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: SEMINARY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 12.2m (40.0ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 486063,  Location: SE-12-T11NR1E (Lat: 40.948711,  Lng: -90.330611),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 650 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 802 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: AT&SF RR (004647L),  Facility Carried by Structure: N. SOANGETAHA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940029,  Location: 2.5M SW OF GALESBURG (Lat: 40.921489,  Lng: -90.469550),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 16.37m (53.71ft),  Average Daily Traffic: 75 (year 2016),  Average Future Daily Traffic: 75 (year 2032),  Design Load: HS 20,  Features Intersected: US 34,  Facility Carried by Structure: TR 232 (165th St)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 68.4 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940034,  Location: .1MI W of Knox Co Ln (Lat: 40.947481,  Lng: -90.442792),  Route carried "on" structure: State highway 164,  Year Built: 1991,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 2,600 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,450 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.684,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: 39.2 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,  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 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 942003,  Location: NE 1/4 SEC28 T11NR1W (Lat: 40.917033,  Lng: -90.498644),  Route carried "on" structure: US 34,  Year Built: 1985,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 10,150 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,250 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.512,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Poor,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021

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Structure Number: 942004,  Location: 0.9M W KNOX CO LINE (Lat: 40.922922,  Lng: -90.458347),  Route carried "on" structure: US 34,  Year Built: 1986,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 10,150 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,250 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.117,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Serious,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021

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Structure Number: 942005,  Location: NW 1/4 SEC27 T11NR1W (Lat: 40.916981,  Lng: -90.498269),  Route carried "on" structure: US 34,  Year Built: 1985,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 10,150 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,250 (year 2032),  Design Load: HS 20,  Features Intersected: TR 206 (150TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.544,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft)

Condition: Culverts: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 942008,  Location: 1.6M W OF KNOX CO LN (Lat: 40.920472,  Lng: -90.472078),  Route carried "on" structure: US 34,  Year Built: 1986,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 10,150 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,250 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB TO CEDAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.910,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: 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: October 2020

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Structure Number: 943031,  Location: E.CTR-14-T12NR1W (Lat: 41.028086,  Lng: -90.459253),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 3.86m (12.66ft),  Average Daily Traffic: 225 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 300 (year 2032),  Design Load: HS 20,  Features Intersected: HENDERSON CREEK,  Facility Carried by Structure: FAS 1405-CH 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

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

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Structure Number: 944311,  Location: SE-22-T11NR1W (Lat: 40.922475,  Lng: -90.486681),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 50 (year 2016),  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: TR 214
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.863,  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: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 944312,  Location: NW 1/4 SEC27 T11NR1W (Lat: 40.916264,  Lng: -90.498317),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 75 (year 2016),  Average Future Daily Traffic: 75 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK TRIB,  Facility Carried by Structure: TR 206
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.819,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 944315,  Location: SE-21-T11NR1W (Lat: 40.920767,  Lng: -90.498106),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 75 (year 2016),  Average Future Daily Traffic: 75 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: TR 206
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Owner: Town or Township Highway 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: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: 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: January 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 944316,  Location: 1 MI S US 34 (Lat: 40.908042,  Lng: -90.441442),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 25 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 25 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH OF CEDAR CRK,  Facility Carried by Structure: TR 6B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: January 2019,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 944317,  Location: SE Cor 13 T11 R1W (Lat: 40.932822,  Lng: -90.443847),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 35 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 51 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Branch Cedar Creek,  Facility Carried by Structure: TR 103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.423,  Lanes on structure: 2,  Owner: Town or Township Highway 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: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.5 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: 31.1 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: 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: January 2022,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 944421,  Location: SW-24-T12NR1W (Lat: 41.010053,  Lng: -90.459181),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: HENDERSON CREEK,  Facility Carried by Structure: FAS 1405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.499,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 480009,  Location: GALESBURG INERCH (Lat: 40.946992,  Lng: -90.333831),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 2013),  Truck Traffic: 3%,  Features Intersected: MAIN (FAU 6800),  Facility Carried by Structure: EB I-74
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 5.874,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 48001,  Location: GALESBURG INTERCH (Lat: 40.946933,  Lng: -90.333506),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 2013),  Truck Traffic: 3%,  Features Intersected: E. MAIN ST,  Facility Carried by Structure: WB I-74
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 5.906,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 480019,  Location: NE OF GALESBURG (Lat: 40.984000,  Lng: -90.336736),  Route carried "under" structure: Interstate 74,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2021),  Truck Traffic: 32%,  Features Intersected: I-74,  Facility Carried by Structure: WB US 34
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 76.120,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 48002,  Location: NE OF GALESBURG (Lat: 40.983872,  Lng: -90.336739),  Route carried "under" structure: Interstate 74,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2021),  Truck Traffic: 32%,  Features Intersected: I-74,  Facility Carried by Structure: EB US 34
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 76.136,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 480021,  Location: N CL OF GALESBURG (Lat: 40.978731,  Lng: -90.382967),  Route carried "under" structure: US 150,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,950 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 150,  Facility Carried by Structure: US 34 WB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 56.728,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 480022,  Location: N CL OF GALESBURG (Lat: 40.979014,  Lng: -90.382981),  Route carried "under" structure: US 150,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 7,800 (year 2019),  Truck Traffic: 4%,  Features Intersected: US 150,  Facility Carried by Structure: US 34 EB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 56.696,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 480048,  Location: 1 MI NW KNOXVILLE (Lat: 40.930581,  Lng: -90.317444),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 18,700 (year 2021),  Truck Traffic: 24%,  Features Intersected: I-74,  Facility Carried by Structure: BRICKYARD RD (650
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 82.654,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 480058,  Location: S OF GALESBURG INTER (Lat: 40.940061,  Lng: -90.331761),  Route carried "under" structure: Interstate 74,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 18,700 (year 2021),  Truck Traffic: 24%,  Features Intersected: I-74,  Facility Carried by Structure: KNOX ST
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 81.077,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.5m (83.7ft)

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Structure Number: 480059,  Location: 1 MI N GALESBURG INT (Lat: 40.961931,  Lng: -90.331669),  Route carried "under" structure: Interstate 74,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 17,400 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-74,  Facility Carried by Structure: CH 7
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 78.614,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 48006,  Location: 1.5 MI N US-34 INTER (Lat: 41.005619,  Lng: -90.335181),  Route carried "under" structure: Interstate 74,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2021),  Truck Traffic: 32%,  Features Intersected: I-74,  Facility Carried by Structure: TR 121 (2000N)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 73.690,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 480065,  Location: W OF I-74&34 INTERCH (Lat: 40.983739,  Lng: -90.344650),  Route carried "under" structure: US 34,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,400 (year 2021),  Truck Traffic: 16%,  Features Intersected: US 34 BYPASS,  Facility Carried by Structure: TR 74 FARNHAM ST
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 76.474,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 480066,  Location: 1.5 MI E OF US 150 (Lat: 40.983778,  Lng: -90.351589),  Route carried "under" structure: US 34,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,400 (year 2021),  Truck Traffic: 16%,  Features Intersected: US 34 BYPASS,  Facility Carried by Structure: BN(065601P)
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 76.056,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 480067,  Location: 1 MI E OF US 150 (Lat: 40.983794,  Lng: -90.365983),  Route carried "under" structure: US 34,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2021),  Truck Traffic: 18%,  Features Intersected: US 34 BYPASS,  Facility Carried by Structure: SEMINARY ST
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 74.865,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 480068,  Location: 0.6 MI E OF US 150 (Lat: 40.982425,  Lng: -90.373606),  Route carried "under" structure: US 34,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2021),  Truck Traffic: 18%,  Features Intersected: US 34 BYPASS,  Facility Carried by Structure: LINCOLN PARK DR
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 74.028,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)