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

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Structure Number: 37002308421,  Location: 2.1 M N JCT US 6 (Lat: 41.485272,  Lng: -90.339075),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 10,700 (year 2007),  Truck Traffic: 36%,  Average Future Daily Traffic: 16,500 (year 2022),  Design Load: HS 20,  Features Intersected: CLEVELAND RD/FAP595
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 11.263,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: 37002408422,  Location: 2.1 MI N JCT US 6 (Lat: 41.485378,  Lng: -90.338725),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 10,700 (year 2007),  Truck Traffic: 36%,  Average Future Daily Traffic: 16,500 (year 2022),  Design Load: HS 20,  Features Intersected: CLEVELAND RD/FAU5864
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 11.279,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 37003108429,  Location: 3 MI SE COLONA (Lat: 41.440186,  Lng: -90.330169),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 9,550 (year 2007),  Truck Traffic: 39%,  Average Future Daily Traffic: 17,300 (year 2022),  Design Load: HS 20,  Features Intersected: FAI 74
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 16.380,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 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,  Underclear: High priority of corrective action,  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: 3700320843,  Location: 3 MI SE COLONA (Lat: 41.440181,  Lng: -90.329978),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 9,550 (year 2007),  Truck Traffic: 39%,  Average Future Daily Traffic: 17,300 (year 2022),  Design Load: HS 20,  Features Intersected: FAI 74
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 16.396,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 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: High priority of corrective action,  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: 3700790848,  Location: 1.2 MI E JCT ILL 84 (Lat: 41.454811,  Lng: -90.336792),  Route carried "on" structure: US 6,  Year Built: 1963,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 4,800 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,100 (year 2022),  Design Load: HS 20,  Features Intersected: FAI 80
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 21.062,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 37008008481,  Location: S EDGE COLONA (Lat: 41.464142,  Lng: -90.357733),  Route carried "on" structure: State highway 84,  Year Built: 1936,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 5,100 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,500 (year 2026),  Design Load: HS 20,  Features Intersected: GREEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  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 minimum criteria,  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: 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: 37012725202,  Location: 0.2 MI EAST OF IL 84 (Lat: 41.469642,  Lng: -90.354967),  Route carried "on" structure: Other road 5862,  Year Built: 1978,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 2,400 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,650 (year 2026),  Design Load: HS 20,  Features Intersected: GREEN RIVER,  Facility Carried by Structure: POPPY GARDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: September 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 37017142724,  Location: .96 MI E JCT ILL 84 (Lat: 41.469333,  Lng: -90.339311),  Route carried "on" structure: Other road 5862,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 2,400 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,240 (year 2029),  Design Load: HS 20,  Features Intersected: FAI RT 80,  Facility Carried by Structure: POPPY GRN RD/FAU58
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 37200810588,  Location: 0.5 MI W OF I-80 (Lat: 41.440328,  Lng: -90.336386),  Route carried "on" structure: Interstate 74,  Year Built: 1962,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 15,500 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 21,500 (year 2026),  Design Load: HS 20,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.850,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2008

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Structure Number: 37304608557,  Location: 0.4 MI. N. OF US 6 (Lat: 41.461133,  Lng: -90.358939),  Route carried "on" structure: City street 2500,  Year Built: 1920,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 59 (year 1996),  Average Future Daily Traffic: 125 (year 2026),  Features Intersected: TURNER CREEK,  Facility Carried by Structure: BRAIR BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  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: 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: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37610030578,  Location: 1 MI S. OF US 6 (Lat: 41.453742,  Lng: -90.347608),  Route carried "on" structure: City street 6300,  Year Built: 1994,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 59 (year 1996),  Average Future Daily Traffic: 125 (year 2026),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: EAST ST-COLONA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.0m (62.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37002308421,  Location: 2.1 M N JCT US 6 (Lat: 41.485272,  Lng: -90.339075),  Route carried "under" structure: Other road 595,  Year Built: 1965,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 8,100 (year 2006),  Truck Traffic: 4%,  Features Intersected: CLEVELAND RD/FAP595,  Facility Carried by Structure: FAI 80 SB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 2.944,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.6m (44.6ft)

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Structure Number: 37002408422,  Location: 2.1 MI N JCT US 6 (Lat: 41.485378,  Lng: -90.338725),  Route carried "under" structure: Other road 5864,  Year Built: 1965,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 8,700 (year 2006),  Truck Traffic: 7%,  Features Intersected: CLEVELAND RD/FAU5864,  Facility Carried by Structure: FAI 80 NB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.6m (44.6ft)

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Structure Number: 37003108429,  Location: 3 MI SE COLONA (Lat: 41.440186,  Lng: -90.330169),  Route carried "under" structure: Interstate 74,  Year Built: 1961,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 15,500 (year 2007),  Truck Traffic: 27%,  Features Intersected: FAI 74,  Facility Carried by Structure: FAI 80 SB
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 22.349,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 3700320843,  Location: 3 MI SE COLONA (Lat: 41.440181,  Lng: -90.329978),  Route carried "under" structure: Interstate 74,  Year Built: 1961,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 14,400 (year 2007),  Truck Traffic: 31%,  Features Intersected: FAI 74,  Facility Carried by Structure: FAI 80 NB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 22.365,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 3700790848,  Location: 1.2 MI E JCT ILL 84 (Lat: 41.454811,  Lng: -90.336792),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 19,100 (year 2007),  Truck Traffic: 39%,  Features Intersected: FAI 80,  Facility Carried by Structure: FAU 5789 / US 6
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 14.706,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)