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

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Structure Number: 10002402079,  Location: N OF URBANA (Lat: 40.133758,  Lng: -88.195542),  Route carried "on" structure: Interstate 74,  Year Built: 1956,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 33,500 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 42,000 (year 2020),  Design Load: HS 20,  Features Intersected: US 45(FAP 800)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 295.911,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 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: March 2008,  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: 1000250208,  Location: 1 MI E OF US 45 (Lat: 40.126039,  Lng: -88.181525),  Route carried "on" structure: Interstate 74,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.02m (16.47ft),  Average Daily Traffic: 16,750 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 19,300 (year 2020),  Design Load: HS 20,  Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.472,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  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: 10002602081,  Location: 1 MI E OF US 45 (Lat: 40.125936,  Lng: -88.181414),  Route carried "on" structure: Interstate 74,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.02m (16.47ft),  Average Daily Traffic: 16,750 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 19,300 (year 2020),  Design Load: HS 20,  Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.488,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2008,  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: 10004602102,  Location: N OF FIVE POINTS (Lat: 40.119317,  Lng: -88.203383),  Route carried "on" structure: US 45,  Year Built: 1936,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 24,600 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,600 (year 2020),  Design Load: H 15,  Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 399.483,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 10015802237,  Location: CHAMPAIGN (Lat: 40.134975,  Lng: -88.219583),  Route carried "on" structure: Other road 7177,  Year Built: 1956,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 7,100 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 12,900 (year 2020),  Design Load: HS 20,  Features Intersected: I-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.767,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.7m (51.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $960,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,440,000 ( Estimate for 2000),  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: 10017502439,  Location: E OF URBANA (Lat: 40.120247,  Lng: -88.162689),  Route carried "on" structure: Other road 7196,  Year Built: 1960,  Status: Open,  Structure Length: 5.62m (18.44ft),  Average Daily Traffic: 4,500 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,300 (year 2026),  Design Load: HS 15,  Features Intersected: I-74,  Facility Carried by Structure: HIGHCROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.990,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $365,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $547,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10021002094,  Location: JUST E FIVE POINTS (Lat: 40.116311,  Lng: -88.203028),  Route carried "on" structure: US 150,  Year Built: 1970,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 13,700 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,900 (year 2020),  Design Load: HS 20,  Features Intersected: BONEYARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 302.733,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 17 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.3m (43.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 82.8 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: 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: January 2006

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Structure Number: 10022202172,  Location: S OF FIVE POINTS (Lat: 40.115872,  Lng: -88.205061),  Route carried "on" structure: Other road 7183,  Year Built: 1970,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 20,700 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,000 (year 2020),  Design Load: HS 20,  Features Intersected: BONEYARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 57.6 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: January 2006

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Structure Number: 10201820354,  Location: E EDGE OF URBANA (Lat: 40.091258,  Lng: -88.162297),  Route carried "on" structure: State highway 130,  Year Built: 1987,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 8,100 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,400 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.289,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2006

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Structure Number: 10415028127,  Location: C CLUB RD NCL URBANA (Lat: 40.127467,  Lng: -88.209669),  Route carried "on" structure: City street 2000,  Year Built: 1979,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 4,350 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,550 (year 2021),  Design Load: HS 20,  Features Intersected: SALINE BR DRAIN DIT,  Facility Carried by Structure: TR 179(FAU 7110)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 10590001262,  Location: IN CRYSTAL LAKE PARK (Lat: 40.123811,  Lng: -88.209806),  Route carried "on" structure: County highway 946,  Year Built: 1900,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 109 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 125 (year 2023),  Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 1,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: 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 minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 10610924659,  Location: N OF GREEN ST (Lat: 40.112056,  Lng: -88.216028),  Route carried "on" structure: City street 6120,  Year Built: 1900,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 550 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,750 (year 2023),  Design Load: H 20,  Features Intersected: BONEYARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.818,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10611026697,  Location: E OF COLER AVE (Lat: 40.112583,  Lng: -88.215408),  Route carried "on" structure: Other road 7124,  Year Built: 1900,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,300 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,000 (year 2023),  Features Intersected: BONEYARD CREEK,  Facility Carried by Structure: SPRINGFIELD(FAU 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1061142466,  Location: URBANA (Lat: 40.114375,  Lng: -88.209750),  Route carried "on" structure: City street 2130,  Year Built: 1900,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 509 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 600 (year 2023),  Design Load: H 20,  Features Intersected: BONEYARD CREEK,  Facility Carried by Structure: GRIGGS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Channel: Very good,  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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006

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Structure Number: 10611524661,  Location: N OF GRIGGS ST (Lat: 40.114492,  Lng: -88.208989),  Route carried "on" structure: Other road 7181,  Year Built: 1900,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 4,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,800 (year 2023),  Design Load: H 20,  Features Intersected: BONEYARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10611824662,  Location: S OF UNIVERSITY AVE (Lat: 40.115633,  Lng: -88.207492),  Route carried "on" structure: City street 6540,  Year Built: 1900,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,300 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,500 (year 2023),  Design Load: H 20,  Features Intersected: BONEYARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.303,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.1m (82.3ft)

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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $106,000 ( Estimate for 2002),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10612801228,  Location: N OF UNIVERSITY AVE (Lat: 40.119408,  Lng: -88.207594),  Route carried "on" structure: City street 6540,  Year Built: 1982,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 6,400 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,400 (year 2023),  Design Load: HS 20,  Features Intersected: SALINE BRANCH,  Facility Carried by Structure: FAU 7182(BROADWAY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  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: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: 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 desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Bituminous

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Structure Number: 10612934506,  Location: N URBANA W OF LINCOL (Lat: 40.145050,  Lng: -88.223128),  Route carried "on" structure: City street 1400,  Year Built: 1990,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 59 (year 2001),  Average Future Daily Traffic: 75 (year 2023),  Design Load: HS 20,  Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum 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: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10613033894,  Location: LINCOLN AVE & OAK RD (Lat: 40.147983,  Lng: -88.219989),  Route carried "on" structure: Other road 7177,  Year Built: 2004,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 2,850 (year 2006),  Truck Traffic: 28%,  Average Future Daily Traffic: 2,750 (year 2023),  Design Load: HS 20,  Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: High priority of corrective action,  Waterway Adequacy: Superior 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10002402079,  Location: N OF URBANA (Lat: 40.133758,  Lng: -88.195542),  Route carried "under" structure: US 45,  Year Built: 1956,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 20,600 (year 2007),  Truck Traffic: 5%,  Features Intersected: US 45(FAP 800),  Facility Carried by Structure: I-74
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 401.236,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.1m (49.5ft)

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Structure Number: 10011022571,  Location: S OF UNIVERSITY AVE (Lat: 40.114697,  Lng: -88.205081),  Route carried "under" structure: Other road 7183,  Year Built: 1933,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 20,700 (year 2006),  Truck Traffic: 5%,  Features Intersected: VINE ST(FAU 7183),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.177,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 10015802237,  Location: CHAMPAIGN (Lat: 40.134975,  Lng: -88.219583),  Route carried "under" structure: Interstate 74,  Year Built: 1956,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 46,300 (year 2007),  Truck Traffic: 22%,  Features Intersected: I-74,  Facility Carried by Structure: FAU7177(LINC)
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 293.868,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.7m (51.5ft)