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

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Structure Number: 10120413125,  Location: S OF RIVER LN-LV PK (Lat: 42.309958,  Lng: -89.057781),  Route carried "on" structure: State highway 251,  Year Built: 1995,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 24,600 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,200 (year 2026),  Design Load: HS 20,  Features Intersected: LOVES PARK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.236,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2004,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 101306800046,  Location: 0.2 MI S WINDSOR RD (Lat: 42.321369,  Lng: -89.028878),  Route carried "on" structure: Other road 412,  Year Built: 1972,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 23,000 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,000 (year 2021),  Design Load: HS 20,  Features Intersected: FOREST HILLS RD,  Facility Carried by Structure: ALPINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.875,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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 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: August 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10130913494,  Location: .4 MI. N. HARLEM RD (Lat: 42.346636,  Lng: -89.008536),  Route carried "on" structure: Other road 414,  Year Built: 1998,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 16,800 (year 2004),  Average Future Daily Traffic: 17,000 (year 2023),  Design Load: HS 20,  Features Intersected: S. BR. WILLOW CREEK,  Facility Carried by Structure: PERRYVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Channel: 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 101507700314,  Location: 0.1 MI N RIVERSIDE (Lat: 42.319742,  Lng: -89.029214),  Route carried "on" structure: Other road 412,  Year Built: 1972,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 23,000 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,000 (year 2020),  Design Load: HS 20,  Features Intersected: PEBBLE CREEK,  Facility Carried by Structure: ALPINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.068,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007

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Structure Number: 101509729178,  Location: 0.1 MI E PAULSON RD. (Lat: 42.319394,  Lng: -88.944603),  Route carried "on" structure: Other road 5225,  Year Built: 1978,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,800 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,700 (year 2020),  Design Load: HS 20,  Features Intersected: KEITH CREEK,  Facility Carried by Structure: RIVERSIDE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.689,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007

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Structure Number: 101510308855,  Location: 1.6 M S ILL 173 (Lat: 42.346736,  Lng: -89.015575),  Route carried "on" structure: Other road 5146,  Year Built: 1981,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 13,500 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,200 (year 2021),  Design Load: HS 20,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: FOREST HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.360,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2008

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Structure Number: 101511911674,  Location: 0.1 M N RIVERSIDE (Lat: 42.320200,  Lng: -89.030917),  Route carried "on" structure: Other road 5146,  Year Built: 1972,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 22,600 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,500 (year 2021),  Design Load: HS 20,  Features Intersected: PEBBLE CREEK,  Facility Carried by Structure: FOREST HILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.627,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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 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: Febuary 2008

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Structure Number: 101512210154,  Location: 0.1 M W ALPINE (Lat: 42.325519,  Lng: -89.029031),  Route carried "on" structure: Other road 5036,  Year Built: 1972,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,100 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,800 (year 2020),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: WINDSOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007

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Structure Number: 101512310201,  Location: 0.1 M N WINDSOR (Lat: 42.327539,  Lng: -89.028472),  Route carried "on" structure: Other road 412,  Year Built: 1972,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 22,500 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,800 (year 2020),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: ALPINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.216,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007

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Structure Number: 101513828186,  Location: 0.1 MI. W. OF I-90 (Lat: 42.319083,  Lng: -88.967081),  Route carried "on" structure: Other road 525,  Year Built: 1989,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 20,500 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,500 (year 2021),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: E. RIVERSIDE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Very good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2003

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Structure Number: 101514431519,  Location: .4 MI N RIVERSIDE BL (Lat: 42.323817,  Lng: -88.983181),  Route carried "on" structure: Other road 414,  Year Built: 1994,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 16,600 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,000 (year 2021),  Design Load: HS 20,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: PERRYVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.921,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.7m (5.6ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2003

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Structure Number: 101514534941,  Location: .6 MI. S. IL 173 (Lat: 42.356944,  Lng: -89.008711),  Route carried "on" structure: Other road 414,  Year Built: 1998,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 17,900 (year 2004),  Average Future Daily Traffic: 17,000 (year 2023),  Design Load: HS 20,  Features Intersected: N. BR. WILLOW CREEK,  Facility Carried by Structure: PERRYVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2005

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Structure Number: 101640027617,  Location: WEST LOVES PARK (Lat: 42.315981,  Lng: -89.068192),  Route carried "on" structure: Other road 525,  Year Built: 1953,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 20.21m (66.31ft),  Average Daily Traffic: 26,800 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,600 (year 2021),  Design Load: HS 20,  Features Intersected: ROCK RIVER& RR,  Facility Carried by Structure: RIVERSIDE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.528,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.21m (69.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2007,  Underwater Inspection Date: October 2005,  Bridge Improvement Cost: $4,051,000,  Roadway Improvement Cost: $405,000,  Total Project Cost: $6,077,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 101640127618,  Location: SOUTHWEST LOVES PARK (Lat: 42.306894,  Lng: -89.060786),  Route carried "on" structure: Other road 5042,  Year Built: 1974,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 1,300 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,000 (year 2026),  Design Load: HS 20,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: PEARL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 10164032762,  Location: CENTER LOVES PARK (Lat: 42.311625,  Lng: -89.056797),  Route carried "on" structure: City street 2900,  Year Built: 1964,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 309 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 350 (year 2026),  Design Load: HS 15,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: MERRILL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101640427621,  Location: CENTER LOVES PARK (Lat: 42.312442,  Lng: -89.056044),  Route carried "on" structure: City street 2875,  Year Built: 1961,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 309 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 350 (year 2026),  Design Load: HS 15,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101640527622,  Location: CENTER LOVES PARK (Lat: 42.313264,  Lng: -89.056031),  Route carried "on" structure: City street 2850,  Year Built: 1960,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 259 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 400 (year 2026),  Design Load: HS 15,  Features Intersected: LOVES PARK CRREK,  Facility Carried by Structure: LOVES PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101640627623,  Location: CENTER LOVES PARK (Lat: 42.316125,  Lng: -89.053914),  Route carried "on" structure: Other road 525,  Year Built: 1960,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 17,500 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,400 (year 2026),  Design Load: HS 15,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: RIVERSIDE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.401,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $281,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $422,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101640727624,  Location: CENTER LOVES PARK (Lat: 42.317350,  Lng: -89.053000),  Route carried "on" structure: City street 6540,  Year Built: 1970,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 309 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2026),  Design Load: HS 15,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: GARDEN PLAIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  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 or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Excellent,  Operating Rating: 10.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101640827625,  Location: NORTHEAST LOVES PARK (Lat: 42.317825,  Lng: -89.051417),  Route carried "on" structure: Other road 5037,  Year Built: 1961,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 3,600 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,300 (year 2026),  Design Load: HS 15,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: CLIFFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10164132763,  Location: NORTHEAST LOVES PARK (Lat: 42.319464,  Lng: -89.016728),  Route carried "on" structure: City street 2580,  Year Built: 1973,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,550 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,900 (year 2020),  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: PEBBLE CREEK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007

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Structure Number: 101641430129,  Location: 0.3 MI. S. WINDSOR (Lat: 42.320844,  Lng: -89.038069),  Route carried "on" structure: Other road 5168,  Year Built: 1992,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 309 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 375 (year 2020),  Design Load: HS 20,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: MATERIAL AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007

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Structure Number: 101641533235,  Location: E. OF IL 251 (Lat: 42.310531,  Lng: -89.057600),  Route carried "on" structure: Other road 5041,  Year Built: 1995,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 3,650 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,300 (year 2020),  Design Load: HS 20,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: RIVER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Excellent,  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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 101641633236,  Location: N. OF CLIFFORD AVE (Lat: 42.318953,  Lng: -89.048533),  Route carried "on" structure: City street 6650,  Year Built: 1996,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 259 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2020),  Design Load: HS 20,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: WALKER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 101641733237,  Location: N. OF CLIFFORD AVE (Lat: 42.318939,  Lng: -89.047056),  Route carried "on" structure: City street 6700,  Year Built: 1996,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 309 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 375 (year 2020),  Design Load: HS 20,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: JOHN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 101641833238,  Location: N. OF CLIFFORD AVE (Lat: 42.318778,  Lng: -89.045975),  Route carried "on" structure: Other road 5139,  Year Built: 1996,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 2,400 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,800 (year 2020),  Design Load: HS 20,  Features Intersected: LOVES PARK CREEK,  Facility Carried by Structure: ELM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 101991800343,  Location: 2 MI S OF ILL 173 (Lat: 42.343539,  Lng: -88.964439),  Route carried "on" structure: Other road 5034,  Year Built: 1958,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 3,500 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,300 (year 2025),  Features Intersected: I-90,  Facility Carried by Structure: HARLEM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.493,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  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: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: October 2007,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 101992200428,  Location: 2 MI E LOVES PARK (Lat: 42.319100,  Lng: -88.964669),  Route carried "on" structure: Other road 525,  Year Built: 1958,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 20,500 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 71,900 (year 2025),  Design Load: HS 15,  Features Intersected: I-90,  Facility Carried by Structure: RIVERSIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.1 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 101995400166,  Location: 1 MI S OF ILL 173 (Lat: 42.352839,  Lng: -88.964350),  Route carried "on" structure: Interstate 39,  Year Built: 1958,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 44,300 (year 2006),  Truck Traffic: 28%,  Average Future Daily Traffic: 53,400 (year 2023),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: I-90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.264,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 101995533249,  Location: .1 MI N RIVERSIDE BL (Lat: 42.320647,  Lng: -88.964667),  Route carried "on" structure: Interstate 39,  Year Built: 1958,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 44,300 (year 2006),  Truck Traffic: 28%,  Average Future Daily Traffic: 53,400 (year 2021),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: I-90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 206.708,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

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: October 2007

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Structure Number: 101996015499,  Location: ROCK CUT ST PARK (Lat: 42.346708,  Lng: -88.987092),  Route carried "on" structure: Other road 79,  Year Built: 1963,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 209 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2020),  Features Intersected: ROCK CUT SPILLWAY,  Facility Carried by Structure: PARK ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.186,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 29.7 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: Equal to 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 24 months,  Inspection Date: November 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 101996122372,  Location: 1.5 MI. S. OF IL 173 (Lat: 42.347700,  Lng: -88.964400),  Route carried "on" structure: Other road 116,  Year Built: 1989,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 159 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 200 (year 2020),  Design Load: HS 20,  Features Intersected: I-90 (NW TOLLWAY),  Facility Carried by Structure: ROCK CUT ST. PK. R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.9m (104.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 101996336165,  Location: 3 MI S OF ROSCOE (Lat: 42.370031,  Lng: -88.966183),  Route carried "on" structure: Interstate 39,  Year Built: 2007,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 22,150 (year 2006),  Truck Traffic: 28%,  Average Future Daily Traffic: 31,010 (year 2029),  Design Load: HS 20,  Features Intersected: ILL RTE 173,  Facility Carried by Structure: I-90 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 212.195,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.4m (73.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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,  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: June 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 101996436166,  Location: 3 MI S OF ROSCOE (Lat: 42.370031,  Lng: -88.966531),  Route carried "on" structure: Interstate 39,  Year Built: 2007,  Status: Open,  Structure Length: 6.35m (20.83ft),  Average Daily Traffic: 22,150 (year 2006),  Truck Traffic: 28%,  Average Future Daily Traffic: 31,010 (year 2029),  Design Load: HS 20,  Features Intersected: ILL RTE 173,  Facility Carried by Structure: I-90 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 212.211,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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,  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: June 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 101306800046,  Location: 0.2 MI S WINDSOR RD (Lat: 42.321369,  Lng: -89.028878),  Route carried "under" structure: Other road 5146,  Year Built: 1972,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 20,100 (year 2004),  Truck Traffic: 5%,  Features Intersected: FOREST HILLS RD,  Facility Carried by Structure: ALPINE ROAD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 7.434,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 101991800343,  Location: 2 MI S OF ILL 173 (Lat: 42.343539,  Lng: -88.964439),  Route carried "under" structure: Interstate 39,  Year Built: 1958,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 44,300 (year 2006),  Truck Traffic: 28%,  Features Intersected: I-90,  Facility Carried by Structure: HARLEM RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 209.234,  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)

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Structure Number: 101992200428,  Location: 2 MI E LOVES PARK (Lat: 42.319100,  Lng: -88.964669),  Route carried "under" structure: Interstate 39,  Year Built: 1958,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 44,300 (year 2006),  Truck Traffic: 28%,  Features Intersected: I-90,  Facility Carried by Structure: RIVERSIDE RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 206.515,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 101996122372,  Location: 1.5 MI. S. OF IL 173 (Lat: 42.347700,  Lng: -88.964400),  Route carried "under" structure: Interstate 39,  Year Built: 1989,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 44,300 (year 2006),  Truck Traffic: 28%,  Features Intersected: I-90 (NW TOLLWAY),  Facility Carried by Structure: ROCK CUT ST. PK. R
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 209.701,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: 101996336165,  Location: 3 MI S OF ROSCOE (Lat: 42.370031,  Lng: -88.966183),  Route carried "under" structure: State highway 173,  Year Built: 2007,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 3,700 (year 2007),  Truck Traffic: 10%,  Features Intersected: ILL RTE 173,  Facility Carried by Structure: I-90 NB
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 5.857,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 101996436166,  Location: 3 MI S OF ROSCOE (Lat: 42.370031,  Lng: -88.966531),  Route carried "under" structure: State highway 173,  Year Built: 2007,  Structure Length: 6.35m (20.83ft),  Average Daily Traffic: 7,400 (year 2007),  Truck Traffic: 10%,  Features Intersected: ILL RTE 173,  Facility Carried by Structure: I-90 SB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 5.825,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)