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

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Structure Number: 60015514411,  Location: NEAR E C L VENICE (Lat: 38.677119,  Lng: -90.161039),  Route carried "on" structure: Other road 9097,  Year Built: 1936,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 30.42m (99.80ft),  Average Daily Traffic: 6,600 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,825 (year 2021),  Design Load: HS 20,  Features Intersected: ICG,N&W RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.873,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 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: 60600214602,  Location: VENICE (Lat: 38.665022,  Lng: -90.182553),  Route carried "on" structure: Other road 9105,  Year Built: 1910,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 174.74m (573.29ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,900 (year 2027),  Design Load: HS 20,  Features Intersected: MISS RIVER,  Facility Carried by Structure: SALISBURY ST/FAU91
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 14.6m (47.9ft), Horizontal Clearance: 152.4m (500.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 31,  Length of Maximum Span: 157.7m (517.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  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),  Length Of Structure Improvement: 192.48m (631.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $7,440,000,  Roadway Improvement Cost: $744,000,  Total Project Cost: $8,184,000 ( Estimate for 2003),  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: 60820022477,  Location: NE OF MCKINLEY BR (Lat: 38.671558,  Lng: -90.175017),  Route carried "under" structure: State highway 3,  Year Built: 1969,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 3,000 (year 2007),  Truck Traffic: 17%,  Features Intersected: BROADWAY IN VENICE,  Facility Carried by Structure: ICG RR SPUR
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 241.688,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 60820122569,  Location: NE OF MCKINLEY BR (Lat: 38.671525,  Lng: -90.174667),  Route carried "under" structure: State highway 3,  Year Built: 1969,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 3,000 (year 2007),  Truck Traffic: 17%,  Features Intersected: BROADWAY IN VENICE,  Facility Carried by Structure: ICG RR MAINLINE
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 24.164,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 60820222707,  Location: NE OF MCKINLEY BR (Lat: 38.671536,  Lng: -90.174783),  Route carried "under" structure: State highway 3,  Year Built: 1969,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 3,000 (year 2007),  Truck Traffic: 17%,  Features Intersected: BROADWAY IN VENICE,  Facility Carried by Structure: CONRAIL MAINLINE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 241.656,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 6082032288,  Location: NE OF MCKINLEY BR (Lat: 38.671550,  Lng: -90.174900),  Route carried "under" structure: State highway 3,  Year Built: 1969,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 3,000 (year 2007),  Truck Traffic: 17%,  Features Intersected: BROADWAY IN VENICE,  Facility Carried by Structure: N&W RR 2-MAINLINE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 241.672,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 6099102455,  Location: .25 N ST CLAIR CO L (Lat: 38.662611,  Lng: -90.169647),  Route carried "under" structure: State highway 3,  Year Built: 1919,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 9,000 (year 2007),  Truck Traffic: 11%,  Features Intersected: ILL 3,  Facility Carried by Structure: TRRA RR
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 240.159,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 60991124551,  Location: .50 N ST CLAIR CO L (Lat: 38.666508,  Lng: -90.170211),  Route carried "under" structure: State highway 3,  Year Built: 1910,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 9,000 (year 2007),  Truck Traffic: 11%,  Features Intersected: ILL 3,  Facility Carried by Structure: ILL TERM RR
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 24.061,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 60993012076,  Location: 0.72 M N MC KINLEY B (Lat: 38.676444,  Lng: -90.174014),  Route carried "under" structure: State highway 3,  Year Built: 1901,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 6,100 (year 2007),  Truck Traffic: 21%,  Features Intersected: ILL RTE 3,  Facility Carried by Structure: TRRA RAILROADS
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 24.238,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 60993112078,  Location: 0.9 MI E MERCHANT BR (Lat: 38.676600,  Lng: -90.169853),  Route carried "under" structure: Other road 9106,  Year Built: 1901,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2,900 (year 2006),  Truck Traffic: 4%,  Features Intersected: KLEIN AVE FAU 9106,  Facility Carried by Structure: TRRA RAILROADS
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.306,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 18.9m (62.0ft)