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

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Structure Number: 20005930924,  Location: SE EDGE OF CLINTON (Lat: 40.148297,  Lng: -88.954811),  Route carried "on" structure: State highway 10,  Year Built: 1994,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 9,900 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,800 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.856,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: 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: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2006

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Structure Number: 20006030925,  Location: SE EDGE OF CLINTON (Lat: 40.148469,  Lng: -88.953536),  Route carried "on" structure: State highway 54,  Year Built: 1994,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 6,200 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,600 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.176,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2006

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Structure Number: 20305905238,  Location: CLINTON-WEBSTER ST. (Lat: 40.157761,  Lng: -88.974794),  Route carried "on" structure: City street 1090,  Year Built: 1970,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 225 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 600 (year 2016),  Design Load: HS 15,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20310022352,  Location: NW EDGE CLINTON (Lat: 40.159164,  Lng: -88.970100),  Route carried "on" structure: Other road 7331,  Year Built: 1974,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 650 (year 2003),  Average Future Daily Traffic: 700 (year 2026),  Design Load: HS 15,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.0m (26.2ft)

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

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Structure Number: 20310925227,  Location: CITY OF CLINTON (Lat: 40.164206,  Lng: -89.000258),  Route carried "on" structure: City street 1010,  Year Built: 1977,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 275 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 175 (year 2016),  Design Load: HS 20,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

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

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Structure Number: 20600027814,  Location: CITY OF CLINTON (Lat: 40.148364,  Lng: -88.952294),  Route carried "on" structure: Other road 7339,  Year Built: 1930,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,100 (year 2003),  Average Future Daily Traffic: 1,700 (year 2021),  Features Intersected: COON CREEK,  Facility Carried by Structure: ALEXANDER (FAU 733
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Poor,  Culverts: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2060012827,  Location: CITY OF CLINTON (Lat: 40.160061,  Lng: -88.965036),  Route carried "on" structure: Other road 7306,  Year Built: 1963,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 150 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 325 (year 2016),  Design Load: H 15,  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: WOODLAWN ST(FAU 73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20600228252,  Location: WOODLAWN CEMETERY (Lat: 40.158000,  Lng: -88.874178),  Route carried "on" structure: City street 1035,  Year Built: 1900,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 29 (year 2003),  Average Future Daily Traffic: 25 (year 2017),  Features Intersected: TEN MILE CR,  Facility Carried by Structure: CEMETERY RD(MS 103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Channel: Poor,  Operating Rating: 6.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $84,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $126,000 ( Estimate for 2001),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 20600734289,  Location: CITY OF CLINTON (Lat: 40.146625,  Lng: -88.957933),  Route carried "on" structure: Other road 7337,  Year Built: 2000,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 1,400 (year 2003),  Average Future Daily Traffic: 1,860 (year 2022),  Design Load: HS 20,  Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  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: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 20990123624,  Location: IN CLINTON (Lat: 40.154419,  Lng: -88.964131),  Route carried "under" structure: Business US 51,  Year Built: 1939,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,600 (year 2007),  Truck Traffic: 5%,  Features Intersected: US 51(FAP 708),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 20.933,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 20990223625,  Location: W OF CLINTON (Lat: 40.150408,  Lng: -88.975856),  Route carried "under" structure: State highway 10,  Year Built: 1940,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 2,200 (year 2007),  Truck Traffic: 5%,  Features Intersected: IL 10(FAP 717),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 84.215,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 20990323626,  Location: IN CLINTON (Lat: 40.148256,  Lng: -88.955872),  Route carried "under" structure: State highway 10,  Year Built: 1933,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 11,700 (year 2007),  Truck Traffic: 9%,  Features Intersected: IL 10/US 54(FAP 71),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 85.776,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 20990410364,  Location: WOODLAWN E OF LINCOL (Lat: 40.159956,  Lng: -88.956325),  Route carried "under" structure: Other road 7307,  Year Built: 1900,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,450 (year 2003),  Truck Traffic: 2%,  Features Intersected: FAU 7307,  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.56m (11.68ft),  Kilometerpoint: 0.354,  Lanes under structure: 2,  Material/Design: Concrete,  Length of Maximum Span: 4.9m (16.1ft)