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

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Structure Number: 72003716426,  Location: HARMON HIGHWAY (Lat: 40.681231,  Lng: -89.656150),  Route carried "on" structure: State highway 116,  Year Built: 1935,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 19.45m (63.81ft),  Average Daily Traffic: 11,100 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,299 (year 2020),  Design Load: HS 15,  Features Intersected: BN C&NWRR KICKAPOO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 121.045,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Critical Feature Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7201192886,  Location: 1/2M NORTH BELLEVUE (Lat: 40.693775,  Lng: -89.675883),  Route carried "on" structure: Other road 671,  Year Built: 1978,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 4,600 (year 2002),  Average Future Daily Traffic: 5,191 (year 2021),  Design Load: HS 20,  Features Intersected: I-474
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 72012028861,  Location: 0.5M NORTH BELLEVUE (Lat: 40.693869,  Lng: -89.675892),  Route carried "on" structure: Other road 671,  Year Built: 1978,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 4,600 (year 2002),  Average Future Daily Traffic: 5,191 (year 2021),  Design Load: HS 20,  Features Intersected: I-474
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 72012128862,  Location: 0.3M E OF MAIN ST (Lat: 40.688481,  Lng: -89.676019),  Route carried "on" structure: Interstate 474,  Year Built: 1978,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 16,900 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 19,548 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: ILL 116
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.693,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 72012228863,  Location: 0.3 MI E OF MAIN ST (Lat: 40.688361,  Lng: -89.675719),  Route carried "on" structure: Interstate 474,  Year Built: 1978,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 16,900 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 19,295 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: ILL 116
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.710,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 72012328864,  Location: IN BELLEVUE (Lat: 40.684239,  Lng: -89.675608),  Route carried "on" structure: City street 3200,  Year Built: 1978,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 900 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,047 (year 2021),  Design Load: HS 20,  Features Intersected: I-474,  Facility Carried by Structure: CLOSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 72012428865,  Location: SCL OF BELLEVUE (Lat: 40.680267,  Lng: -89.675419),  Route carried "on" structure: Interstate 474,  Year Built: 1978,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 16,900 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 19,295 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: C&NW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.578,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 72201932661,  Location: SE CL BELLEVUE (Lat: 40.684864,  Lng: -89.667506),  Route carried "on" structure: State highway 116,  Year Built: 1998,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 6,800 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,251 (year 2021),  Design Load: HS 20,  Features Intersected: KICKAPOO CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.951,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  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: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2005,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 72003716426,  Location: HARMON HIGHWAY (Lat: 40.681231,  Lng: -89.656150),  Route carried "under" structure: Other road 6576,  Year Built: 1935,  Structure Length: 19.45m (63.81ft),  Average Daily Traffic: 3,100 (year 2002),  Features Intersected: BN C&NWRR KICKAPOO,  Facility Carried by Structure: ILL 116
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 3.636,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 7201192886,  Location: 1/2M NORTH BELLEVUE (Lat: 40.693775,  Lng: -89.675883),  Route carried "under" structure: Interstate 474,  Year Built: 1978,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 33,800 (year 2007),  Truck Traffic: 16%,  Features Intersected: I-474,  Facility Carried by Structure: FAP 671 SPUR EB
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 6.114,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 72012028861,  Location: 0.5M NORTH BELLEVUE (Lat: 40.693869,  Lng: -89.675892),  Route carried "under" structure: Interstate 474,  Year Built: 1978,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 33,800 (year 2007),  Truck Traffic: 16%,  Features Intersected: I-474,  Facility Carried by Structure: FAP 671 SPUR WB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 6.082,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 72012128862,  Location: 0.3M E OF MAIN ST (Lat: 40.688481,  Lng: -89.676019),  Route carried "under" structure: State highway 116,  Year Built: 1978,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 6,200 (year 2007),  Truck Traffic: 4%,  Features Intersected: ILL 116,  Facility Carried by Structure: EB I-474
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 119.179,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 72012228863,  Location: 0.3 MI E OF MAIN ST (Lat: 40.688361,  Lng: -89.675719),  Route carried "under" structure: State highway 116,  Year Built: 1978,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 6,200 (year 2007),  Truck Traffic: 4%,  Features Intersected: ILL 116,  Facility Carried by Structure: WB I-474
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 119.211,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 72012328864,  Location: IN BELLEVUE (Lat: 40.684239,  Lng: -89.675608),  Route carried "under" structure: Interstate 474,  Year Built: 1978,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 33,800 (year 2007),  Truck Traffic: 16%,  Features Intersected: I-474,  Facility Carried by Structure: CLOSEN RD
Minimum Vertical Clearance: 7.67m (25.16ft),  Kilometerpoint: 7.144,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)