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

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Structure Number: 1605020418,  Location: .65 M NW IL 59 (Lat: 42.077619,  Lng: -88.201150),  Route carried "on" structure: State highway 72,  Year Built: 1938,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 14,750 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,808 (year 2021),  Design Load: HS 20,  Features Intersected: RR - EJ&E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.946,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  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: 16050304181,  Location: 1.5 M E IL 59 (Lat: 42.066503,  Lng: -88.161428),  Route carried "on" structure: State highway 72,  Year Built: 1958,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 14.51m (47.60ft),  Average Daily Traffic: 14,050 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,120 (year 2021),  Design Load: HS 20,  Features Intersected: I- 90 ADAMS TOLL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 145.470,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.0m (187.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.7 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Critical Feature Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16052204196,  Location: 6 M W IL 53 (Lat: 42.066508,  Lng: -88.144575),  Route carried "on" structure: Other road 362,  Year Built: 1958,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 45,500 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 59,670 (year 2021),  Design Load: HS 20,  Features Intersected: I- 90 ADAMS TOLL,  Facility Carried by Structure: BARRINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.443,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16208724658,  Location: .06 M W IL 59 (Lat: 42.045472,  Lng: -88.194900),  Route carried "on" structure: State highway 58,  Year Built: 1977,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 13,600 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,440 (year 2021),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.937,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.6m (44.6ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $511,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $767,000 ( Estimate for 2000),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16208824657,  Location: .01 M S IL 58 (Lat: 42.045147,  Lng: -88.193986),  Route carried "on" structure: State highway 59,  Year Built: 1977,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 41,600 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 48,330 (year 2021),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.804,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 80.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006

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Structure Number: 1624692927,  Location: 1.5 M E IL 59 (Lat: 42.066497,  Lng: -88.161822),  Route carried "on" structure: State highway 72,  Year Built: 1979,  Status: Open,  Structure Length: 14.51m (47.60ft),  Average Daily Traffic: 14,050 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,120 (year 2021),  Design Load: HS 20,  Features Intersected: I- 90 ADAMS TOLL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 145.502,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.0m (187.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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: 16250227918,  Location: 0.2 M E BARRINGTON (Lat: 42.058214,  Lng: -88.140600),  Route carried "on" structure: State highway 72,  Year Built: 1970,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 31,100 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,240 (year 2021),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.417,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: August 2007

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Structure Number: 16259930065,  Location: 1.5 M N IL 58 (Lat: 42.066478,  Lng: -88.192853),  Route carried "on" structure: State highway 59,  Year Built: 1991,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 30,100 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 41,985 (year 2021),  Features Intersected: I- 90 ADAMS TOLL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.234,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 16264832118,  Location: E OF BARRINGTON RD (Lat: 42.088011,  Lng: -88.107528),  Route carried "on" structure: State highway 62,  Year Built: 1997,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 25,500 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 43,200 (year 2021),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.462,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 36 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $836,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,254,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16276233212,  Location: 0.3 M E IL-72 (Lat: 42.066514,  Lng: -88.160831),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 117,400 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 147,000 (year 2021),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.777,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.1 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007

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Structure Number: 16276533259,  Location: 0.5 W BARRINGTON RD (Lat: 42.046408,  Lng: -88.156731),  Route carried "on" structure: State highway 58,  Year Built: 2002,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 19,600 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,000 ,  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.203,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 36 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16301004308,  Location: 0.4 M N BODE RD P7 (Lat: 42.044750,  Lng: -88.179039),  Route carried "on" structure: Other road 2537,  Year Built: 1936,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 12,100 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,370 (year 2022),  Design Load: HS 20,  Features Intersected: POPLAR CREEK,  Facility Carried by Structure: BARTLETT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.594,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16632627564,  Location: 1.3 M E BRNGTN RDP22 (Lat: 42.064142,  Lng: -88.117900),  Route carried "on" structure: City street 4108,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 29 (year 2000),  Average Future Daily Traffic: 29 (year 2021),  Features Intersected: POPLAR CREEK,  Facility Carried by Structure: HASSEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006

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Structure Number: 16632727563,  Location: 1 M E BARGTN RD P22 (Lat: 42.061686,  Lng: -88.125275),  Route carried "on" structure: City street 4108,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 29 (year 2000),  Average Future Daily Traffic: 1 (year 2021),  Features Intersected: POPLAR CREEK,  Facility Carried by Structure: HASSEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.172,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16632827567,  Location: 0.3 M E BARGTN RDP2 (Lat: 42.061433,  Lng: -88.138164),  Route carried "on" structure: City street 4108,  Year Built: 1970,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 29 (year 2000),  Average Future Daily Traffic: 3,000 ,  Features Intersected: POPLAR CREEK,  Facility Carried by Structure: HASSEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.298,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  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: 14.3m (46.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2004,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16632927566,  Location: 0.25 M S I90 P22 (Lat: 42.063000,  Lng: -88.122850),  Route carried "on" structure: Other road 2562,  Year Built: 1972,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,700 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,965 (year 2021),  Features Intersected: POPLAR CREEK,  Facility Carried by Structure: HUNTINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16972903756,  Location: 0.8 M W ILL 59 P7 (Lat: 42.066469,  Lng: -88.205206),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 60,100 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,555 (year 2021),  Features Intersected: EJ&E RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.156,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16973003757,  Location: 0.8 M W ILL 59 P7 (Lat: 42.066469,  Lng: -88.205056),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 60,100 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,555 (year 2021),  Features Intersected: EJ&E RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.172,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16996804161,  Location: 0.7 M E ILL 59 (Lat: 42.066481,  Lng: -88.179628),  Route carried "on" structure: Other road 2537,  Year Built: 1958,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 5,500 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,775 (year 2021),  Design Load: HS 20,  Features Intersected: I 90 (NW TOLL),  Facility Carried by Structure: BARTLETT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.165,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  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: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16050304181,  Location: 1.5 M E IL 59 (Lat: 42.066503,  Lng: -88.161428),  Route carried "under" structure: Interstate 90,  Year Built: 1958,  Structure Length: 14.51m (47.60ft),  Average Daily Traffic: 117,400 (year 2006),  Truck Traffic: 6%,  Features Intersected: I- 90 ADAMS TOLL,  Facility Carried by Structure: IL 72 WB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 98.728,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.0m (187.0ft)

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Structure Number: 16052204196,  Location: 6 M W IL 53 (Lat: 42.066508,  Lng: -88.144575),  Route carried "under" structure: Interstate 90,  Year Built: 1958,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 70,200 (year 2006),  Truck Traffic: 6%,  Features Intersected: I- 90 ADAMS TOLL,  Facility Carried by Structure: BARRINGTON RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 100.096,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1624692927,  Location: 1.5 M E IL 59 (Lat: 42.066497,  Lng: -88.161822),  Route carried "under" structure: Interstate 90,  Year Built: 1979,  Structure Length: 14.51m (47.60ft),  Average Daily Traffic: 117,400 (year 2006),  Truck Traffic: 6%,  Features Intersected: I- 90 ADAMS TOLL,  Facility Carried by Structure: IL 72 EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 98.696,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.0m (187.0ft)

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Structure Number: 16259930065,  Location: 1.5 M N IL 58 (Lat: 42.066478,  Lng: -88.192853),  Route carried "under" structure: Interstate 90,  Year Built: 1991,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 117,400 (year 2006),  Truck Traffic: 6%,  Features Intersected: I- 90 ADAMS TOLL,  Facility Carried by Structure: IL 59 (SUTTON RD)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 96.073,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 16996804161,  Location: 0.7 M E ILL 59 (Lat: 42.066481,  Lng: -88.179628),  Route carried "under" structure: Interstate 90,  Year Built: 1958,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 58,700 (year 2006),  Truck Traffic: 6%,  Features Intersected: I 90 (NW TOLL),  Facility Carried by Structure: BARTLETT RD
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.972,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)