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

Find on map >>   Show street view

Structure Number: 542035,  Location: .7M N BL55 NW LINCLN (Lat: 40.164825,  Lng: -89.386975),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 1,200 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,857 (year 2032),  Design Load: HS 20,  Features Intersected: BRAINARDS BRANCH,  Facility Carried by Structure: OLD IL 121
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.3m (17.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 542506,  Location: 2 M N LINCOLN (Lat: 40.167206,  Lng: -89.387011),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,000 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,857 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB BRAINARDS BR,  Facility Carried by Structure: FAS 1774 OLD 121
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 2,  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: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 63.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: 543003,  Location: 3 MI N LINCOLN (Lat: 40.192861,  Lng: -89.361492),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 15.21m (49.90ft),  Average Daily Traffic: 400 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 402 (year 2032),  Design Load: HS 20,  Features Intersected: KICKAPOO CK,  Facility Carried by Structure: NICHOLSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.975,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

Find on map >>   Show street view

Structure Number: 543014,  Location: 1 MI S LINCOLN (Lat: 40.125639,  Lng: -89.358275),  Route carried "on" structure: County highway ,  Year Built: 1928,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 950 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 653 (year 2032),  Design Load: HS 20,  Features Intersected: Salt Springs,  Facility Carried by Structure: PRIMM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Owner: County 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: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 65.4 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: Somewhat better than minimum adequacy,  Deck Geometry: 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: November 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 543051,  Location: 3 MI W LINCOLN (Lat: 40.145292,  Lng: -89.446222),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 775 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 753 (year 2032),  Design Load: HS 20,  Features Intersected: KICKAPOO CK,  Facility Carried by Structure: FAS 569
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.442,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.3 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,  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 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 543064,  Location: 1 MI S of Lincoln (Lat: 40.118367,  Lng: -89.358231),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 950 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 960 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Deer Creek,  Facility Carried by Structure: FAS 561
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 2,  Owner: County 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,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 543919,  Location: 2 MI S LINCOLN (Lat: 40.109664,  Lng: -89.358175),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 950 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 653 (year 2032),  Design Load: HS 20,  Features Intersected: DEER CR TRIB,  Facility Carried by Structure: PRIMM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.720,  Lanes on structure: 2,  Owner: County 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: 7.9m (25.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 544251,  Location: 3.5 MI N BROADWELL (Lat: 40.121611,  Lng: -89.438489),  Route carried "on" structure: County highway ,  Year Built: 1947,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 151 (year 2032),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: ROCKY FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 14.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

Find on map >>   Show street view

Structure Number: 544252,  Location: 2 MI SW LINCOLN (Lat: 40.121331,  Lng: -89.406981),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 20 (year 2016),  Truck Traffic: 20%,  Average Future Daily Traffic: 59 (year 2032),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: ROCKY FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 6.7m (22.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2021

Find on map >>   Show street view

Structure Number: 544302,  Location: .25 MI E LINCOLN (Lat: 40.135642,  Lng: -89.342492),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 452 (year 2032),  Design Load: HS 15,  Features Intersected: DEER CK BR,  Facility Carried by Structure: SOUTH BEASON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 544305,  Location: 3.5 MI E LINCOLN (Lat: 40.135344,  Lng: -89.280664),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 301 (year 2032),  Design Load: HS 15,  Features Intersected: DEER CK,  Facility Carried by Structure: SOUTH BEASON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.761,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 544306,  Location: 3 E .5 MI S LINCOLN (Lat: 40.130131,  Lng: -89.291853),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 126 (year 2032),  Design Load: HS 15,  Features Intersected: DEER CK,  Facility Carried by Structure: JOHNSON SIPING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.3 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54431,  Location: 2 SE OF LINCOLN (Lat: 40.106600,  Lng: -89.318111),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 125 (year 2016),  Truck Traffic: 20%,  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: DEER CREEK,  Facility Carried by Structure: DOOLITTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.412,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 2 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-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 544311,  Location: 5 MI S LINCOLN (Lat: 40.072678,  Lng: -89.371719),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 75 (year 2016),  Truck Traffic: 29%,  Average Future Daily Traffic: 75 (year 2032),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: TR 158
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 544312,  Location: 4 MI S of Lincoln (Lat: 40.077547,  Lng: -89.371208),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 75 (year 2016),  Truck Traffic: 29%,  Average Future Daily Traffic: 25 (year 2032),  Design Load: HS 20,  Features Intersected: Trib to Salt Creek,  Facility Carried by Structure: TR 158
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.768,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

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

Find on map >>   Show street view

Structure Number: 54435,  Location: 3 M E 1 M S LINCOLN (Lat: 40.119614,  Lng: -89.291783),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 126 (year 2032),  Design Load: HS 15,  Features Intersected: DEER CK TR 1B,  Facility Carried by Structure: TR 234
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.7m (15.4ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020

Find on map >>   Show street view

Structure Number: 544352,  Location: 2 MI S LINCOLN (Lat: 40.106642,  Lng: -89.354175),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 225 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 176 (year 2032),  Design Load: HS 20,  Features Intersected: DEER CREEK TRIBUTARY,  Facility Carried by Structure: TR 143
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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

Find on map >>   Show street view

Structure Number: 5445,  Location: 3 N .5 E LINCOLN (Lat: 40.208467,  Lng: -89.354700),  Route carried "on" structure: County highway ,  Year Built: 1900,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 50 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 25 (year 2032),  Features Intersected: KICKAPOO CREEK TRIB,  Facility Carried by Structure: SKUNK HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 2.7m (8.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 5.5 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 544503,  Location: 4 N 1 MI E LINCOLN (Lat: 40.210947,  Lng: -89.346092),  Route carried "on" structure: County highway ,  Year Built: 1904,  Status: Closed,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 50 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 25 (year 2032),  Features Intersected: KICKAPOO CK,  Facility Carried by Structure: SKUNK HOLLOW RD
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 1.577,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 2.6m (8.5ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Failed,  Superstructure: Failed,  Substructure: Failed,  Channel: Failed,  Deck Geometry: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2017,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $299,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 544508,  Location: 3 MI W LAWNDALE (Lat: 40.221833,  Lng: -89.337006),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 50 (year 2016),  Truck Traffic: 22%,  Average Future Daily Traffic: 75 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: KICKAPOO CREEK,  Facility Carried by Structure: TR 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 54455,  Location: 1 MI S LAWNDALE (Lat: 40.200842,  Lng: -89.282125),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 20 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 25 (year 2032),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: TR 81A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  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: Satisfactory,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.8 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

Find on map >>   Show street view

Structure Number: 546,  Location: 3 BLOCKS NIL10&UNION (Lat: 40.160683,  Lng: -89.368033),  Route carried "on" structure: Other road ,  Year Built: 1978,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,050 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,460 (year 2032),  Design Load: HS 20,  Features Intersected: BRAINARDS BRANCH,  Facility Carried by Structure: UNION ST FAU 7719
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021

Find on map >>   Show street view

Structure Number: 546008,  Location: 0.2 MI N IL RT 10 (Lat: 40.160708,  Lng: -89.372089),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 850 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 954 (year 2032),  Design Load: HS 15,  Features Intersected: BRAINARDS BRANCH,  Facility Carried by Structure: PALMER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 546014,  Location: AT FELDMAN DRIVE (Lat: 40.164133,  Lng: -89.358333),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 1,500 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,556 (year 2032),  Design Load: HS 20,  Features Intersected: BRAINARDS BRANCH,  Facility Carried by Structure: NICHOLSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021

Find on map >>   Show street view

Structure Number: 546016,  Location: 0.15 mi S Bus 55 (Lat: 40.162758,  Lng: -89.377558),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 450 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 650 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: Brainards Branch,  Facility Carried by Structure: FAU 7716(State St)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Very good,  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: 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: December 2018

Find on map >>   Show street view

Structure Number: 546018,  Location: 0.46 mi N of IL 10 (Lat: 40.164425,  Lng: -89.382242),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,050 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,061 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Brainards Branch,  Facility Carried by Structure: Jefferson Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 54004,  Location: BL 55 INT-SW LINCOLN (Lat: 40.112442,  Lng: -89.416278),  Route carried "under" structure: Interstate 55,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 25,200 (year 2021),  Truck Traffic: 34%,  Features Intersected: I-55
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 197.059,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

Find on map >>   Show street view

Structure Number: 540045,  Location: .8 S IL10-1.6 W BL55 (Lat: 40.147000,  Lng: -89.417111),  Route carried "under" structure: Interstate 55,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 25,200 (year 2021),  Truck Traffic: 34%,  Features Intersected: I-55,  Facility Carried by Structure: CH E52
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 200.889,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 540046,  Location: IL 10 INT- W LINCOLN (Lat: 40.159928,  Lng: -89.417789),  Route carried "under" structure: State highway 10,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,700 (year 2021),  Truck Traffic: 20%,  Features Intersected: IL 10 & UP RR,  Facility Carried by Structure: I-55 SB
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 45.962,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

Find on map >>   Show street view

Structure Number: 540047,  Location: IL 10 INT- W LINCOLN (Lat: 40.159664,  Lng: -89.417281),  Route carried "under" structure: State highway 10,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 6,250 (year 2021),  Truck Traffic: 20%,  Features Intersected: IL 10 & UP RR,  Facility Carried by Structure: I-55 NB
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 46.010,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

Find on map >>   Show street view

Structure Number: 54005,  Location: I-55/155 NW LINCOLN (Lat: 40.178664,  Lng: -89.412164),  Route carried "under" structure: Interstate 55,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 21,900 (year 2021),  Truck Traffic: 32%,  Features Intersected: I-55 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 204.317,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.8m (114.2ft)

Find on map >>   Show street view

Structure Number: 540051,  Location: I-55/155 NW LINCOLN (Lat: 40.178403,  Lng: -89.415972),  Route carried "under" structure: Interstate 155,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 9,650 (year 2021),  Truck Traffic: 23%,  Features Intersected: I-155 NB & I-55 SB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.692,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

Find on map >>   Show street view

Structure Number: 540052,  Location: 2.7 N IL10-1 N BL 55 (Lat: 40.181331,  Lng: -89.387231),  Route carried "under" structure: Interstate 55,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 21,900 (year 2021),  Truck Traffic: 32%,  Features Intersected: I-55,  Facility Carried by Structure: OLD IL 121
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 206.731,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

Find on map >>   Show street view

Structure Number: 540059,  Location: 3.1 E I155/1 N BL 55 (Lat: 40.181531,  Lng: -89.358561),  Route carried "under" structure: Interstate 55,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 21,900 (year 2021),  Truck Traffic: 32%,  Features Intersected: I-55,  Facility Carried by Structure: CH S27
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 209.161,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)

Find on map >>   Show street view

Structure Number: 54006,  Location: BUS55 INT NE LINCOLN (Lat: 40.185069,  Lng: -89.319617),  Route carried "under" structure: County highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,250 (year 2019),  Truck Traffic: 11%,  Features Intersected: UP RR & BUS 55,  Facility Carried by Structure: I-55 SB
Minimum Vertical Clearance: 7.59m (24.90ft),  Kilometerpoint: 2.511,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.9m (183.4ft)

Find on map >>   Show street view

Structure Number: 540061,  Location: BUS55 INT NE LINCOLN (Lat: 40.185389,  Lng: -89.319258),  Route carried "under" structure: County highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,250 (year 2019),  Truck Traffic: 11%,  Features Intersected: UP RR & BUS 55,  Facility Carried by Structure: I-55 NB
Minimum Vertical Clearance: 7.85m (25.75ft),  Kilometerpoint: 2.527,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.9m (183.4ft)

Find on map >>   Show street view

Structure Number: 540071,  Location: .6MI N I-155/I-55 (Lat: 40.187017,  Lng: -89.418892),  Route carried "under" structure: Interstate 155,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 9,650 (year 2021),  Truck Traffic: 23%,  Features Intersected: FAI 155,  Facility Carried by Structure: TR 87
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 540072,  Location: 1.9MI N I-155/I-55 (Lat: 40.201639,  Lng: -89.435031),  Route carried "under" structure: Interstate 155,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 9,650 (year 2021),  Truck Traffic: 23%,  Features Intersected: FAI 155,  Facility Carried by Structure: TR 79
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 549901,  Location: LINCOLN (Lat: 40.163789,  Lng: -89.345292),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 5,700 (year 2016),  Truck Traffic: 11%,  Features Intersected: FAU 7706,  Facility Carried by Structure: IC&G RR
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 7.387,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

Find on map >>   Show street view

Structure Number: 549904,  Location: COLLEGE STREET (Lat: 40.143075,  Lng: -89.374850),  Route carried "under" structure: Other road ,  Year Built: 1911,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 2016),  Truck Traffic: 4%,  Features Intersected: FAU 7716,  Facility Carried by Structure: IC&G RR SPUR TRA
Minimum Vertical Clearance: 2.97m (9.74ft),  Kilometerpoint: 2.607,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 6.1m (20.0ft)

Find on map >>   Show street view

Structure Number: 549905,  Location: KICKAPOO &GERMAN (Lat: 40.139381,  Lng: -89.373578),  Route carried "under" structure: Other road ,  Year Built: 1909,  Structure Length: 0. m,  Average Daily Traffic: 1,250 (year 2016),  Truck Traffic: 9%,  Features Intersected: KICKAPOO STRFAU7717,  Facility Carried by Structure: IC&G RR
Minimum Vertical Clearance: 3.28m (10.76ft),  Kilometerpoint: 4.603,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.0m (36.1ft)